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Plumbing Fixtures Mechanical Fixtures FEES
Typ6 Qty. Type Qty. Type By Date Amount Receipt
Dishwasher 1 Exhaust Hood 1 Plan Check Fee KI w 7/1/9nng 0.9 Clan 9a rQ7a7
Hosebibs 4 Ventilation Fan 3 Building State Fee "Pr. Fiiannna as Sn g99nnAnn
Kitchen Sink 1 Dryer Vent 1 Building Permit Fee Upr. siiai,?nna Ri ina 7a q,?gnnAnn
Kitchen Sink 1 Plumbing Fee KAPr: aiiannna aaa nn c99nnann
Lavatories 2 Plumbing Base Fee Mr. 5/1a/7nna Rgn nn C7?nnann
Kitchen Sink, w/disposal 1 Mechanical Fee Mr. anannna a,ACl ar, cg*?nnAnn
Water Closets (Toilets) 2 Mechanical Base Fee RARr. a1ia19nna o9,A Sn cggnndnn
Water Heaters 1 UFC Plan Check Fee AARr. F11ar9nna !tsaCl s7 gg,nnAnn
Bath Tubs 1 EH Plan Review Upr. aiiai9nna 07s nn g99nnAnn
Clothes Washer 1
Planning Review Fee nARn aiiai9nna oar,nn cg7nnann
EH Plan Review r.Fw iniRi?nna !t7R nn gg,?nnann
Building Re-Inspection rnAH 19/9/9nnR RaR nn C19nnRnn
Mechanical Permit Fee TIA/ 1niaonnCl i;n an gi9nnonn
Mechanical Base Fee TW in/Q/,?nnQ 1.ti9 an C17nngnn
Total $4,893.83
CASE NOTES FOR
COM2002-00089
CON DI T10 NS FOR
COM2002-00089
1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance
Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be
obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to
WA state law. X
2) Approved per dimensions and setbacks on submitted site plan. X
3) Parking shall be sufficient for 37 normal parking stalls(9 feet by 20 feet) and 1 handicap parking stalls (12.5 feet by 20 feet)with sufficient
maneuvering aisles. Handicap stalls shall be of a smooth surface at level or ramped to entry, located closest to the building entry, and shall be
signed with the International Symbol of Access. Screening from adjacent residential properties is required. X
4) Applicant acknowledges that this development is subject to policies and regulations of Mason County Comprehensive Plan and Development
Regulations. X
COM2002-00089 Please refer to the following pages for conditions of this permit. 2 of 6
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N _ ,rd!%CNCRETE MECHANICAL MANUFACTURED HOME
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i�ootin: � Gas I Setbacks Date By Ribbons
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Point Load I Isolated Footings INSULATION Date By
BG I SLAB INSULATION
Date By Date By FIRE DEPARTMENT
Foundation Walla Floors Date By
Date By Data By DECKS
FRAMING Walls Date By r
Date By Data By PROPANE TANKS C
PLUMBING vault Date By
Date By OTHER
Groundwork AM
Date By Date By Type_ (�
Date By
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Date 6y Int Brace Wall date By
Date By FINAL INSPECTION
Water Line Fire 5eperation
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POSITION,SET MAG
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IMPRINTED PLS 33123
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SS 730000 ,
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73.66,
\`\ � S/ 10Z 09' l / y-/ APPROXIMATE HIGH
/ \, (S 32-5g,11, tt WATER LINE
\ 006,00,E 290 00,
SURVEYOR'S CERTIFICATE Benchmark Land Surveying
T THE This map correctly represents Boundary and Construction Surveying
TIP 22 a =ve-y made by we or udder
my direction in conformance �� of kiPO
INDEX DIAGRAM with the requirements of the
Survey Recording Act at the :�� . Robert L. Emerson, PLS
RVEY FOR: request of- o (360) 275=5858
RICHARD KNIGHT0 3 Highway 3
P.0. BOX 1526
DECEMBER 18347 E.
NIGHT in ,2005 L..t A11yzz, WA 08524
C 84 EXPIRES 10/13/06
98524 ROBERT L.EMERSON,PLS
CERTIFICATE No 33123- December 5, 2005 Ara kng NO,: 05-1137 Sheet
FORM MUST BE COMPLETED IN INK (��,3f�2-,
PERMIT No�
PLEASE PRESS HARD MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATI
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLI T(NF R AT CONTRACTOR INFORMATION
Owner �11' T V�^ Company Name
Mailing Addres,;j Mailing Address
City State Zip Code City State Zip Code
Phone Other Ph. Phone Other Ph.
Lien/Title Holder Contractor Reg...4 Exp.
E mail address E Mail Address
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System
Name of Sewer System
PARCEL INFORMATION - 12 Digit Parcel No. Fire District
Legal Description
Site Address (Please include street name, street number and city)
Directions to site
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff—Stream—Slopes or Bluffs > 15%
TYPE OF JOB - New Add Alt Repair Other Use of Building
Location of Fixtures/Units - 1st Floor. 2nd Floor Basement Garage Closet
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS
Type of Fixture No. of Fixtures Fees Fuel Type:Electric_ LPC-L--- Natural Gas Heat Pump_
Toilets Type of Unit No. of Units Fees
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers Spot Vent Fan
Water Heater Propane Tank
Clothes Washer �, Gas Outlets
�
Kithen Sinks Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood
Hosebibs Dryer Vent
Other Other
Base Fe — — Base Fee
TOTAL PLUMBIN TOTAL MECHANICAL
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of
such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this
permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PR F OF CONTINUATION OF WORK IS BY M OF A PROGRESS INSPECTI
Date 41 Q
.--Owner/ ers Represe ative7ConVactor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by: Planning Pd Ck# Date Bld Pd Receipt No.
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Occ Group—Type Constr.
Planning Department
Environmental Health Department
FEES
Plumbing & Base Fee Site Inspection
Mechanical & Base fee UFC Plan Review Fee
Wood/Gas/Pellet Stove Fee Other
Violation Fee TOTAL FEES
FARM MUST BE COMPLETED IN INK PERMIT NO.:
PLEASE PRESS HARD MASON COUNTY
BUILDING PERMIT APP ION � �
a4�
426 W.Cedar/P.O.Box 186,Sh WA 98684
Shelton 360 427-9670 Belfair 360 275 4467 a 360 482-5269 Seattle 206 464-6968 1�
APPLICANT INF RMA I N CONTRACTOR INFORMATION
OwnerI 'l Contractor Name -17!jj�f 7
Mailing Address Mailing Address
City &EAMOgo - -State� Zip Code City State Zip Code
Phone( Other Ph.( ) Ph,(_ Other Ph.(
Lien/Title Holder _ Contractor Reg. #
Address Expiration / !
SEPTICIWATER SYSTEM INFORMATION-Cpnnect to New Septic Existing Septic Conne t to Sewer
System Name of Sewer Systems-iT Well Water-system,Name of
Water yS stem
PARCEL INFORMATION-12 digit Tax Parcel No. / / 1015 of,011 Fire District_
Legal Description
Site Address(Please i elude street ame, street number and city)
Directions to site o
Will timber be cut and sold in parcel preparation? (Yes/No)
Is your property within 200' of the following: Body of Water (Name) Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or
Bluffs
PERMANENT RESIDENCE❑ SEASONAL RESIDENCE❑
TYPE OF JOB Ne Add Alt Repair Other Use of Building
Describe Work f
No. of Bedrooms— I No. of Bathroom"s_Lj SQUARE FOOTAGE-1st Floor 5f:�'l 2nd Floor
3rd Floor Loft Basement Deck Other sq. ft.
Garage Attached Detached Carport Attached Detached
MOBILE HOME INFORMATION-Make Model Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit ?(Yes/No)
Installer Name Certification No.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180_DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. first obtaining approval.
X Date X Date
F,Q,l OFFI IAL USE Y�IyQ THIS PO,
IN
cL.b�/ 1 — ' f
Accepted by Dat J 1 bmlttal Amo�nt Due
..... .... ..DENLI*p::: .. _ ... ..
Building Department
Occ Group Type Constr. 6?i R
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
�c
Valuation01
FEES
Building Permit Fee Site Inspection
Plan Review Fee f EH Review Fee
Plumbing&Base Fee Planning Review Fee
Mechanical&Base Fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal ( )
TOTAL FEES
h
FORM MUST BE COMPLETED IN INK PERMIT NO.:
PLEASE PRESS HARD MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATION
ko,/1•l /�_1 426 W.Cedar/P.O.Box 186,Shelton,WA 98684
W (! Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-6269 Seattle 206 464-6968
APPLICANT NF ATIO CONTRACTOR INFORMATION
Owner Contractor Name
Mai li AJr Mailing Address
City St a Zip Code City State Zip Code
Phone( Other h.� h.( Other Ph.(
Lien/Title Holder Contractor Reg.#
Address Expiration
SEPTIC INFORMATION-Clinnect to New Septic Existing Septic Connect to Sewer System Name of
Sewer System
PARCEL INFORMATION-12 digit Tax Parce No. _/ Fire strict ,_
Legal Description
Site Address(Please incl de strant na ,street number and ity) WA
Directions to site
Is your property within 200'of the following:Body of Water(Name) Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream
Slopes or Bluffs
i
TYPE OF JOB New Add Alt Repair Other Use of Building
Location of Fixtures/Units 1st Floor 2nd Floor Basement Garage Closet
PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric
Type of Fixture No.of Fixtures Fees LPG Natural Gas Heatpump
Toilets Type of Unit No.of Units Em
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers Spot Vent Fan
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kitchen Sinks �— Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood
Hosebibs —=1 Dryer Vent
Other Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
Information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. first obtaining approval.
X Date X Date
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by Date Submittal Amount Due Receipt No.
:}•:v:::., :: ?.K5i�D:: :::>:D>ENI�D:: .. ...... . ...
Building Department
Occ Group Type Constr.
Planning Department
Other
Other
x::•:}:iij':i:•i:{ �:{:;}:ii?iYi:>.}}i:•i:•i:•n:•iri+i•'::i:iu:?ii:•:•i:•: t4'r}w•:�+.}' Y:4'•v:::::.•.t+ a ... .... ](:�} r...:..r,:....:•:::::::::::::::.y::;:::.yty<•';'
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Permit Fee Site Inspection
li
IS Plan Review Fee UFC Plan Review Fee
Plumbing&Base Fee Other
Mechanical&Base Fee Other
II
Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( )
Violation Fee TOTAL FEES
�1AA ulv t1
FORM MUST BE COMPLETED IN INK VVV��v PERMIT NO.:
PLEASE PRESS HARD MASON COUNTY
BUILDING dPERMIT APP ION
426 W. Box 186,Sh ,WA 98684
Shelton 360 427-9670 Belfair 360 275 446T a 360 482-6269 Seattle 206 464-6968 1�
APPLICANT IN RMA 1 N CONTRACTOR INFORMATION
Owner Contractor Name___�' }"J
Mailin Address Mailing Address
City. Wa4morieF State 1, Zip Code City State Zip Code
Phone( Other Ph.( Ph.(_ Other Ph.c
Lien/Title Holder Contractor Reg. #
Address Expiration
SEPTIC/WATER SYSTEM INFORMATION-Cpnnect to New Septic Existing Septic Conne t to Sewer
System�Name of Sewer System,,O .!aN Well Water—System_ of
Water ystem
PARCEL INFORMATION-12 digit Tax Parcel No. / / Fire District_
Legal Description
Site Address(Please i clu a street ame, street number and city)
Directions to site TWA 9so
Will timber be cut and sold in parcel preparation? (Yes/No)
—tJ Of
Is your property within 200' of the following: Body of Water(Name) Saltwater
Lake River/Creek Pond. Wetland Seasonal Runoff Stream Slopes or
Bluffs
PERMANENT RESIDENCE 0 SEASONAL RESIDENCE❑
TYPE OF JOB Ne Add Alt Repair Other Use of Building
Describe Work
No. of Bedrooms_I No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor
3rd Floor Loft Basement Deck Other sq. ft.
Garage Attached Detached Carport Attached Detached
MOBILE HOME INFORMATION-Make Model Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit ?(Yes/No)
Installer Name Certification No.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180.DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. first obtaining approval.
Date 3 y X
Date
FOR OFFI IAL USE BEYOND THIS POIN
Accepted b a P Y Dt U
Acce bmittal Amount Due_
Building Department
:.. :.: .:. ......::::
Occ Group Type Constr. 6'?i R
Planning Department
s
Environmental Health Department
Cam,✓ t, P t
Public Works Department
Fire Marshal
Valuation $_ I
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing&Base Fee Planning Review Fee
Mechanical&Base Fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal ( )
�A TOTAL FEES
FORM MUST BE COMPLETED IN INK PERMIT NO.:
PLEASE PRESS HARD MASON COUNTY
BUILDING PERMIT APP ION
426 W.Cedar/P.O.Box 186,Sh ,WA 98584
Shelton 360 427-9670 Belfair 360 275.4467 a 360 482-5269 Seattle 206 464-6968 1� l
APPLICANT INF MA I N CONTRACTOR INFORMATION
Owner Contractor Name =Ztz
Mailin Address Mailing Address
City 0 State A&- Zip Code City State Zip Code
Phone(�� Other Ph. Ph.( Other Ph.(
Lien/Title Holder Contractor Reg. #
Address Expiration
�`SEPTIC/WATER SYSTEM INFORMATION-C nnect to New Septic Existing Septic Conne t to Sewer
System Name of Sewer System,4LLYM Well Water System Name of
Water ystem
PARCEL INFORMATION-12 digit Tax Parcel No. / / Fire District_
Legal Description
Site Address(Please i clu a street ame, street number and city)
Directions to site a
Will timber be cut and sold in parcel preparation? (Yes/No)
Is your property within 200' of the following: Body of Water(Name) Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or
Bluffs
PERMANENT RESIDENCE❑ SEASONAL RESIDENCE
TYPE OF JOB Ne Add Alt Repair Other Use of Building
Describe WorkEx
No. of Bedrooms_'_No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor
3rd Floor Loft Basement Deck Other
Garage Attached Detached sq. ft.
-CarportAttached Detached
MOBILE HOME INFORMATION-Make Model Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit ?(Yes/No)
Installer Name Certification No.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180•DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED,
PROOF OF CONTINUATION OF WORK IS BY'MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT4 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. first obtaining approval.
X Date 3 Z X
Date
FOR OFFI IAL USE BEYOND THIS POIN
Accepted by Dat 1 G bmittal Amount Due
.<.:::<::::;:; :v'la►lwE? lF ' MEFSIT: ::: : .......
Building Department
Occ Group_ Type Constr.
Planning Department R
LA
Environmental Health Department WTV
Public Works Department
Fire Marshal
Valuation $ � dll
=ReviewFee
Site Inspection
EH Review Fee
Plumbing&Base Fee Planning Review Fee
Mechanical&Base Fee Other
Wood/Gas/Pellet Stove Fee State Fee
Vocation Fee Pre-Paid at Submittal ( )
YA>... °� � TOTAL FEES
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National Evaluation Service, Inc.
ftakipeting Members:
SBCCI Pubic Safety
BOCA Evaluation Services,Inc— ICSO Evaluation Service, Inc. Testing and Evaluation.Services,ktc.
4051 West Rosemoor Road 6360 Workmen MiN Road 900 Montclair Road,Suite A
Country Club Mo.Nlinois 60478-5795 Whittier,California$0601-2299 Birmingham.Alabeme 35213-1206
(700)799-2305 1582)699-0543 (20%599-9800
NATIONAL EVALUATION REPORT Report No. NER-200
Copyright a f999 Nal1walEvabadott SaNce,hm Reissued September 1, 1999
Tile JOIST 3.3 Material Specifications
TRUS JOIST MACMILLAN Flanges: Microllam LVL and TimberStrand LSL are
A Limited Partnership manufactured according to the TJM manufacturing standards
200 EAST MALLARD DRIVE/P.O. BOX 60 specified in National Evaluation Service Report No. NER-481.
BOISE,IDAHO 83706/83707
Webs: Web material for the TJI joist is either plywood
1.0 SUBJECT conforming to PS 1-95 along with further requirements set
forth by the TJM manufacturing standards or Peerformance
TJI*Joist Plus'a OSB conforming to PS 2-92,Exposure 1 with further
requirements set forth in the TJM manufacturing standards.
Note: TJI*, Microiam',Performance Pius',TrnberStrande and
Trus Joist MacMillante are registered trademarks of Trus Joist Plerfonnance Plus OSB web material is produced in mills which
MacMillan (TJM)a limited partnership, Boise, Idaho. subscribe to quality control supervision and inspection by
American Plywood Association (NER-OA397). Additional mill
2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT inspection is provided by PFS Corporation (NER-OA251) to
ensure eomp4ance with the additional unique requirements of
2.1 Structural Wood Framing the TJM manufacturing standards.
2.2 Fire Resistance
2.3 Sound Transmission Adhesive: Adhesives shall be of the types specified in the
TJM manufacturing standards.
3.0 DESCRIPTION
3.4 Design
3.1 General
The allowable design values are outlined in Table 2. The
The TJI joist is an l-joist with various combinations of wood requirements for web stiffeners and minimum bearing lengths
flanges and webs as noted in Table 1. The top and bottom are shown in Figure 1 and Table 2. The joist webs are
flanges are placed to create either a constant depth TJI joist permitted to have holes as set forth in the allowable hole
(p"el) or a constantly varying depth TJI joist (single taper). charts noted in Figures 2 and 3 for plywood webs and
Performance Plus OSB webs, respectively.
The web butt joints of the TJI joists are either square or
serrated as required by the specific TJM manufacturing When joists are used as simple-span members, the design
standard. The web flange correction is made by inserting the shear is equal to the end reaction.
web into a groove in the center of the face of the flange
members. When joists are used as multiple span members, the design
shear is the calculated shear at the interior support reduced by
3.2 Fabrication Procedure the following:
The TJI joist is produced in a continuous fabrication process. R = W/K s 18%
The flange and web members are fed into a machine which
assembles them into the finished products. Where:
R = The percent reduction
W = Uniform load, plf
K = V121100
V12 = The allowable shear for a 12 inch for 11-7/8
inch) deep joist
7hir report is limited to the spedf c product and data and test reports sabatiued by the applicant in its application requesting this report.No
indrpendem tests were performed by the Notional Eva/radon Service.Inc. (NES),and YES spediJical y does not make my warranty.either expressed
or implled, as to any finding or other natter in this report or as to any product covered by this report. This dtsclalmier includes.but is no limited to.
merchantability. 77di report is also subject so the limitation listed herein.
Page 1 of le
f
1
Page 2 of 18 Report No.NER-200�
By series the constants are- complying with the applicable code,is permitted to be
Joist used for roof sheathing.
Joist Seri" Depth via K All butt joints of the floor or roof sheathing shag I
Iinl located over framing members.
TJI/Pro 150.TJI/Pro 150TS s 11 7/8 1420 14.2
2. TJI joists shall be installed in accordance with this
TJI/Pro 250,TJI/Pro 350. s 18 1420 14.2 report with a maximum spacing of 48 inches 11220
TJl Pro 120TS mm)on center.
TX/Pro 25P.TJUL45P.TJI/Pro 35P s18 990 9.9 3. The suspended ceiling shag consist of 5/8 inch (15.9
TJI/Pro 550.TJIA60.TJULes. s24 1925 19.25 mm)thick, 2 foot by 2 foot (610 mm x 610 mm)or
TAM80,TJUL90•TJIM90 2 foot by 4 foot (610 mm x 1220 mm) USG
FIRECODE AURATONEO lay4n acoustical board
TJI/Pro 350P,TJI/L80P s24 1420 14.2 supported by an approved exposed fire-rated
suspension system attached to the bottom flange or
TJI/Pro 550P,TJI/L90P.TJIM80P, s24 1575 15.75 to cold-rolled channels spaced not over 48 inches
TA/H90P 0 220 mm) on center. When joists are spaced
TJIM90X s24 2555 25.55 greater than 24 inches (610 mm)on center, framing
perpendicular to the joists shag be installed at 24
inches (610 mm)on center to support the ceiling.
For SI: 1 inch a 25.4mm
4. Installed over the acoustical board ceiling is minimum
For all other joist depths, the design shear is the calculated 1 inch (25.4 mm)thick, minimum 4 pcf (64 kg/m3)
shear at the face of the interior support. Thermafiber* Sound Attenuation Fire Blankets or
Fiberex*-FBX 1240 Industrial Boards or Fiberex*4F
The allowable design shear of multiple span member joists up 1240 Flex Batts.
to 12 inches (305 mm) deep used in residential floor
construction is permitted to be increased an additional 10 Light fixtures having a maximum size of 2 feet by 4
percent. feet (610 mm by 1220 mm) are permitted to be
installed in the ceiling, provided the aggregate areas
For joists qualifying as repetitive members, the bending of fixtures do not exceed 12 square feet(1.1 m2)per
resistance is pemnitted to be increased 4 percent for joists with 100 square feet (9.3 ma) of ceiling area and V
Microllam LVL and TimberStrand LSL flanges. fixtures are protected as follows [using for illustratk..
a 2 foot by 4 foot(610 mm by 1220 mm)fixture): A
The top flange of TJI joists shag be laterally supported at least 2-1/4 inch (57 mm) by 48 inch (1220 mm)by 1-1/4
every 24 inches (610 mm)except that 18 inches (457 mm)is inch (31.7 mm) thick piece of minimum 4 pcf (64
required for joists with flanges 2 inches (51 mm)and less in kg/m?)Thermafiber rigid mineral fiber board, Fiberex-
width. The TJI joist ends shall be restrained to prevent FBX 1240 Industrial Board, or Fiberex-IF 1240 Flex
rollover. End restraint is normally provided by diaphragm Batt light fixture protection is laid along the long sides
sheathing attached to the top flange and to an end wall or a of the fixture and against adjacent suspension
shear transfer panel capable of transferring a minimum force of members; two pieces of the same insulation
50 pounds per foot(730 Nhn)or the required shear forces due measuring 19-1/2 inches (495 mm) by 48 inches
to wind or seismic conditions. Blocking or crossbracing with (1220 mm)are laid over the top of the fixture and a
equivalent strength is permitted. 4-1/2 inch (114 mm)by 24 inch (610 mm) piece of
the same insulation is laid at each end and tied at the
Bridging is not required in TJI floor and roof joist applications. comers of the fixture, to the top pieces with No. 18
SWG steel wire (see Figure 5). In addition, ceiling
3.5 One-hour, Fire-resistive Roof-Ceiling or Floor-Caging openings for air difusers up to a maximum size of 12
Ratings are Assigned to the Following Constructions inches 1305 mm)in diameter are permitted', provided
(descriptive details for each assembly are noted openings are protected with code complying fire
below and in Figure 4). dampers and the aggregate areas do not exceed 113
square inches (72.900 mm'1 per 100 square feet (9.3
3.5.1 Assembly A: mr)of oiling area. The distance from the bottom of
the TJI joist to the soffit of the ceiling shall be at least
1. A double wood floor consisting of a subfloor of 10 inches (254 mml.
nominal 1 inch (25.4 mm) thick tongue-and-groo ve
sheathing or 32/16 span rated sheathing (Exposure 3.5.2 Assembly B
1)• and a second layer of nominal 1 inch (25.4 mm)
thick tongue-and-groove finish flooring. Alternatively, 1. The flooring shall consist of a single layer of 48124
the finish flooring is permitted to be 40120 span rated tongue-and-groove span rated sheathing (Exposure 1).
sheathing (Exposure 1) or Type I Grade M-1
particleboard not less than 5/8 inch 115.9 mm)thick. When used as a roof-ceiling assembly, a single layer.
of square-edge span rated sheathing (Exposure 1).
When used as a roof-ceiling assembly, a single layer complying with the applicable code,is permitted to be
of square-edge span rated sheathing (Exposure 1). used for roof sheathing.
y Report No.NER-200 Page 3 of
AN butt joints of the floor or roof sheathing shall be materials of equivalent strength and attachment are
located over framing members. permitted when specifically approved by the budding
official.
2. TJI joists shall be installed in accordance with this
report with a maximum spacing of 24 inches 1610 3.6.3 Assembly C:
mm) on center for floor-ceiling assemblies. When
used In roof-ceiling assemblies, the TJI joists are 1. The flooring shall consist of a single layer of 48/24
permitted to be spaced a maximum of 48 inches tongue-and-groove span rated sheathing (Exposure 1).
11220 mm)on center.
When used as a roof-ceiling assembly,a single layer
3. Optional 3-1/2 inch (89 mm) thick glass fiber batt of square-edge span rated sheathing (Exposure 1),
insulation is permitted to be installed when resilient complying with the applicable code,is permitted to be
channels are used. The insulation shall be placed used for roof sheathing.
above the resilient charnels between the joist bottom
flanges. AN butt joints of the floor or roof sheathing must be
located over framing members.
4. The ceiling membrane shall consist of two layers of %
inch (12.7 mm)thick Type X gypsum board applied to 2. TJI joists shall be installed in accordance with this
the joist bottom flange. The fast layer of gypsum report with a maximum spacing of 24 inches (610
board shall be attached with 1-5/8 inch (41.3 mm) min) on center for floor-ceiling assemblies and a
long Type S screws spaced 12 inches (305 mm)on maximmum spacing of 48 inches 11220 mm)on center
center. The second layer shag be installed with the for roof-ceN"ing assemblies. When used in roof-ceiNng
joints staggered from the first layer, The second layer assemblies in which the joist spacing exceeds 24
shall be fastened to the joists with 2 inch 151 min) inches(610 mm)on center,framing perpendicular to
long ljrpe S screws spaced 12 inches (305 mm)on the joists shall be installed at 24 inches (610 mm)on
center in the field and 8 inches (203 mm)on center center to support the ceiling.
at the butt joints.
3. The ceding membrane shag consist of a single layer of
Type G screws, 1-1/2 inches (38 mm)long, shall be % inch 02.7 mm) thick Type X gypsum board
spaced 8 inches (203 min) on center and 6 inches attached to joists or to stripping spaced at a
1152 mm) from each side of the butt joints of the maximum of 24 inches (610 mm) on center. The
second layer. The second layer shall be finished with gypsum board shag be fastened with 1-5/8 inch 141.3
joint tape and compound. mm)long Type S screws located 6 inches (152 mm)
on center at end joints and 8 inches (203 mm) on
iHesilient charnels are permitted to be used as part of center in the field.
the caging attachment system, provided they are
spaced 16 inches (406 mm) on center 124 inches 4. An approved, exposed, fire rated suspended ceiling
1610 ma)on center,if joists are 16 inches (406 mm) system shall be installed beneath the gypsum board
on center] and fastened perpendicular to the joists ceiling. The minimum distance between the
with 1 inch (25.4 mm)long Type S screws. The first suspended ceding and the gypsum board ceiling shall
layer of gypsum board shall be fastened to the be 12 inches (305 mm). The grid system shall be
resilient channels with 1 inch (25.4 mm)long Type S suspended with No. 12 SWG galvanized steel wire
screws spaced 12 inches (305 mm)on center. The fastened to the TJI joists or to stripping with 3 inch
second layer shall be installed with the joints (76 mm)long flathead hanger screws. Light fixture
staggered from the first layer and fastened with 1-5/8 protection shalt consist of 6 inch 1152 mm) wide
inch (41.3 mm) kug Type S screws, spaced 12 pieces of ceding grid panels that are 48 inches 11220
inches (305 mm)on center in the field and 8 inches min)long for the sides and 24 inches (610 mm)long
1203 mm)on center at the butt joints. for the ends,with a full grid panel placed on top.
Type G screws, 1-1/2 inches (38 mm)long, shall be A galvanized steel duct is permitted for each 200
spaced 8 inches (203 mm) on center and 6 inches square feet (18.6 m2) of ceiling area, provided the
(152 mm) from each side of the butt joints of the duct has a maximum 12 inch(305 mm)diameter steel
second layer. The second layer shall be finished with diffuser opening without a damper and a maximum 6
joint tape and compound. inch x 12 inch (152 mm x 305 mm) retum-air
opening. Ceiling panels shall be 5/8 inch (15.9 mm)
In roof-ceiling assemblies in which TJI joists are thick USG FIRECODE AURATONE. Noncombustible
spaced more than 24 inches 1610 mm)on center, the batt insulation that is rated R-30 or less is permitted
ceiling, including the resilient channels, shall be to be installed above the gypsum board in the cavity
applied to stripping spaced 24 inches (610 mm) on between the joists.
center. The attachment of the ceiling membrane to
the stripping members shall be similar to the 3.5.4 Assembly D:
attadmrrment of the ceiling membrane to the TJI joists.
` The stripping shag be a minimum of nominal 2 x 4 1. The flooring shall consist of a single layer of 48/24
Construction-grade Douglas fir lumber for spans up to tongue-and-groove span rated sheathing (Exposure U.
5 feet(1524 mrra and shall be attached to the bottom
flanges with minimum 10d nails. Wood stripping
"J
Page 4 of 18 Report No.NER-200 `
When used as roof-ceiling assembly, a single layer of 3. Any ceiling membrane that provides a 40 minute
square-edge span rated sheathing (Exposure 1), finish rating is permitted. An example of a ceiling
complying with the applicable code,is permitted to be having a 40 minute finish rating is one that consists
used for roof sheathing. of two layers of % inch 112.7 mm) thick, Type
gypsum board, installed perpendicular to the Ti.
AN butt joints of the floor or roof sheathing shall be joists, as described in Assembly B (Section 3.5.2 of
located over framing membem this report). Substantiating data,inducting a report of
the fire-endurance testing conducted in accordance
2. TJI joists shall be installed in accordance with this with ASTM E 119,shall be furnished to the building
report, with a maximum spacing of 24 inches (610 official, and shall verify that a particular ceiling
mm)on center. system meets the 40 minute finish rating requirement.
3. The cep membrane shall consist of a single layer of The finish rating of the membrane protection shall be
% inch 112.7 mm)thick USG FIRECODE*Type C or determined in accordance with Sections 45 through
Westroce Fireboard C gypsum board screw-attached 50 of ASTM E 119.
to steel furring channels placed perpendicular to the
TJl joists. The furring channels are spaced 24 inches 3.5.6 Assembly F:
(610 mm) on center (maximum) and shall be
suspended from the joists using No. 24 gauge 1. The flooring shall consist of a single layer of 48/24
proprietary attachment clips designated 'Simpson tongue-and-groove span rated sheathing (Exposure I).
Strap-Tie CSC Support Clips'. A CSC support clip The flooring shall be attached to the top flange of the
shag be located at each joist to support the furring joists with AFG-01 construction adhesive and nailed
channel. At charnel splices, adjacent pieces are with 8d common nails spaced a maximum of 6 inches
overlapped a minimum of 6 inches 1152 mm)and are (152 mm) on center along the boundary and edges
tied with double strand No. 18 SWG galvanized steel and 12 inches (305 mm)on center in the field.
wire at each end of the overlap.
When used as a roof-ceiling assembly, a single layer
4. A layer of 1 inch (25.4 m)thick, minimum 6 pcf (96 of square-edge span rated sheathing (Exposure 1),
kg/m3), Thermafiber mineral wool fireproofing, or complyinp with the applicable code,is permitted to be
Fiberex-FBX 1280 industrial Board or Fiberex4F 1280 used as roof sheathing.
Flex Batt,shag be placed between the bottom flanges
of the joists and the top of the fuming channels. As All butt joints of the floor or roof sheathing shall be
an alternative, a layer of 2 inch (51 mm)thick, 8 pcf located over framing members.
(128 kg/m?),Thermafiber mineral wool fireproofing is
also permitted. 2. TJI joists shall have nominal 2 x 4 or larger flanges
and shall be installed in accordance with this report.
3.5.5 Assembly E: When used in a floor-ceiling assembly, the joist
spacing shall not exceed 24 inches (610 mm) on
1. The flooring shall consist of a double wood floor as center. When used in a roof-ceiling assembly, the
described in Section 3.5.1.Assembly A of this report, joist spacing is permitted to exceed 24 inches (610
or a single layer floor of 48/24 tongue-and-groove mm)on center.
span rated sheathing (Exposure 1).
3. The ceiling membrane shall consist of one layer of 5/8
When used as a roof-ceiling assembly, a single layer inch 0 5.9 mm) thick, USG FIRECODE Type C or
of square-edge span rated sheathing (Exposure 1). Westroc Fireboard C gypsum board, screw-attached
complying with the applicable code,is permitted to be to RC-1 resilient channels spaced 16 inches 1406 mm)
used for roof sheathing. on center, placed perpendicular to the TJI joists. The
resilient channels are attached with 1-5/8 inch (41.3
All butt joints of the floor or roof sheathing shall be mm) long Type S screws at each TJI joist. Two
located over framing members. resilient charnels are provided at each gypsum board
butt joint, and extend to the next joist beyond the
2. TJI joists shall be installed in accordance with this longitudinal joints. The gypsum board shall be
report with a maximum spacing of 24 inches (610 fastened to the resilient channels with 1 inch (25.4
mm)on center for floor-ceiling assemblies and with a mm) long Type S screws spaced at 12 inches (305
maximum spacing of 48 inches 0 220 mm)on center mm)on center in the field and 8 inches 1203 mm)on
for roof-ceiling assemblies. When the flooring center at the butt joints.
consists of a double wood floor as described in
Section 3.5.1 Assembly A of this report.the joists are In roof-ceiling assemblies in which TJI joists are
permitted to be spaced a maximum of 48 inches spaced more than 24 inches (610 mm)on center, the
(1220) on center. When joists are spaced greater ceiling, including the resilient channels, shall be
than 24 inches (610 mm) on center, framing attached to stripping spaced 24 inches 1610 mm) on
perpendicular to the joists shall be installed at 24 center. The attachment of the ceiling membrane
inches 1610 mm)on center to support the ceiling. the stripping members is similar to the attachment�.
the ceiling membrane to the TJI joists. For spans up
to 5 feet 0 524 m), the stripping members shall be a
minimum of nominal 2 x 4 Construction-grade
Report No. NER-200 Page 5 of 18
Douglas fir limber. The stripping shall be attached to in the finish layer of gypsum board shall be covered
the bottom flanges with 10d nails. Wood stripping with joint compound and paper tape, and exposed
materials of equivalent strength and attachment are screw heads shall be covered with joint compound.
permitted when specifically approved by the building
official. 3.7 Alternate Floor Systems:
4. A layer of 1-1/2 inch (38 mm) thick, 2-1/2 pcf 140 1. An alternate floor or roof deck to Assemblies A, B, G
kghn),Thennafiber Sound Attenuation Fire Blankets D. E, F, and G previously described, consists of a
or Fiberex SAFB(sound attenuation fire batts)shah be minimum 40/20 span rated sheathing (Exposure 1),
placed between the bottom flanges of the TJI joists over joists spaced at a maximum of 24 inches (610
and the top of the resilient channels. The insulation mm) on center with either 1-1/2 inches 138 mm)of
material shall be friction fitted into place and lightweight concrete or 1 inch 125.4 nun)of gypsum
supported by the resilient channels. concrete over the sheathing. When the joists are
limited to a maximum spacing of 20 inches 1508 ram)
3.6 Assembly 0-Two-hour,Fire-resistive Roof-Ceiling or on center, a 3/4 inch (19 mm) thick topping of
Floor-Ceiling Rating Is Assigned to the Following gypsum concrete is permitted to be used. The
Construction (descriptive details for the assembly are gypsum concrete shall be' evaluated in a current
noted below and in Figure 4). evaluation report issued by the NES, BOCA ES for
jurisdictions using the BOCA/National Budding Code,
1. The floor sheathing shall consist of a single layer of ICBO ES for jurisdictions using the Uniform Building
48124 tongue-ar*Voo ve span rated sheathing Code,or SBCCI PST dx ESI for jurisdictions using the
(Exposure 1). Standard Building Code. The report shad include an
evaluation for fire resistance that permits the
When used as a roof-ceiling assembly,a single layer repot of the floor systems with the span rated
of square-edge span rated sheathing (Exposure 1). sheathing and gypsum concrete system.
complying with the applicable code;is permitted to be
used for roof sheathing. 2. The ceiling is permitted to be omitted over unusable
crawl space below, and flooring is permitted to be
AM butt joints of the floor or roof sheathing must be omitted where unusable attic space occurs above for
located over framing members. all systems in Sections 3.5.1 through 3.5.6,provided
the top flange lateral support requirements of Section
2. TJI joists shall be installed in accordance with this 3.4 are met
report at a maximum spacing of 24 inches (610 mm)
on center. 3.8 Sound Ratings
3. Optional glass fiber insulation, unfaced batts that are 3.8.1 Assembly B.Option 1,STC = 50
24 inches 1610 mm) wide by 48 inches (1220 m)
kxg by 3-1/2 inches 189 mm)thick, are permitted to Assembly B, described in Section 3.5.2 of this report and
be placed in the plenum between the TJI joists and shown in Figure 4,when constricted with resilient channels
supported by stay wires spaced 12 inches (305 mm) spaced at 16 inches (406 mm) on center, has a minimum
on center along the bottom flanges. sound transmission class (STC)rating of 50. This assembly
has the following impact insulation class PIC) ratings when
4. The ceiling membrane shall consist of three layers of constructed with the additional materials described below:
518 inch 0 5.9 mm)thick Gold Bond Fire Shield G.
Type X. gypsum board. The base layer shall be 1. IC rating of 60: The floor covering shall include a 40
applied perpendicular to the TJI joists, with ends ounce per square yard (1.36 kg/ms) pad and 56
staggered, and attached directly io the bottom ounce per square yard 11.90 kghnsl carpet.
flanges with 1-5/8 inch (41.3 mm) long Type S
screws spaced 12 inches 1305 mm)on center along 2. IIC rating of 51: The floor covering shall include
each joist. Resilient channels,minimum No. 28 gauge Tarkett Acoustiflor sheet vinyl and the ceiling shah
10.016 inch 10.41 mrn)),shall be applied over the first consist of two layers of 5/8 inch (15.9 mm) thick
layer of gypsum board running perpendicular to the Type X gypsum board and 3-1/2 inch 189 mm)thick
TJI joists and spaced a maximum of 16 inches (406 glass fiber insulation shah be located at the bottom of
mrn)on center. The channels shah be attached to the the floor cavity.
TJI joist bottom.flanges with 1-5/8 inch (41.3 mm)
long Type S screws. The middle layer of gypsum 3. IIC rating of 45: The floor covering shall include a
board shall be applied perpendicular to the resilient 43.2 ounce per square and 1.47 k hn minimum
p q Y ( g �l,
with a in channels, rid joints staggered, and attached to 0.123 inch (3.1 min)thick cushioned vinyl.
the resilient channels with 1 inch (25.4 mm) long
Type S screws spaced 12 inches (305 mm) on 3.8.2 Assembly B. Option 2,STC = 58
center. The finish layer of gypsum board shall be
installed with edges and end joints staggered from the Assembly B. described in Section 3.5.2 of this report and
middle layer and shall be fastened to the resilient shown in Figure 4, when constructed with resident charnels
channels with 1-5/8 inch 141.3 mm) long Type S spaced at 16 inches (406 mm)on center, and with a 3/4 inch
j screws spaced 8 irnehes(203 mm)on center. Joints (19 mm) thick, topping of gypsum concrete, evaluated in a
current evaluation report, has a minimum sound transmission
I
3
.j
Page 6 of 18 Report No.NER-200
class (STC) rating of 58. This assembly has the following 6.3 Results of sound test performed a Riverbank
Impact insulation class PIC)ratings when constructed with the Acoustical Lab, Geneva, Illinois, and witnessed by
additional materials described below: Shiner Associates, Inc., Skokie, Illinois, conducted
between May 1981 and September 1981, i
1. IIC rating of 54. The floor covering shall include a 40 accordance with ASTM E 492 and ASTM E 90.
ounce per square yard pad (1.36 kg/m2) and 56 6.4 Data under the cover of letters, dated March 8,
ounce per square yard (1.90 kg/m2) carpet. March 23,April 20 and May 20, 1982.
6.5 Results of load tests, Job No. 63-1978,dated May
2. IIC rating of 54: The floor covering shall include 24, 1982. witnessed by Northern Testing
Tarkett Ac oustiflor sheet vinyl and the ceiling shall Laboratories, Boise6 Idaho.
consist of two layers of 518 inch (15.9 mm) thick 6.6 Results of TJI140 joist bending tests,Job No. 63-398
Type X gypsum board and 3-1/2 inch (89 mm)thick dated February 24, 1983, witnessed by Northern
glass fiber insulation shall be located at the bottom of Testing Laboratories, Boise, Idaho.
the floor cavity. 6.7 Results of load and fire tests and descriptive data
under the cover of letters, dated December 2, 1983,
3. IIC rating of 50: The floor covering shall include February 21, March 2 and July and September 13,
either Armstrong VIOS or Armstrong Cambray sheet 1984.
vinyl and the ceiling shall consist of two layers of 518 6.8 Descriptive details and calculations under the cover of
Inch(15.9 mm)thick Type X gypsum board and 3-1/2 letters, dated October 24 and October 29, 1984.
inch 189 mm) thick glass fiber insulation shag be 6.9 Results of bending and shear tests conducted on
located at the bottom of the floor cavity. joists with OSB webs,descriptive details and quality
control information of OSS web in a manual, dated
3.8.3 Assembly D.Option 1,STC = 47,11C. = 54 February, 1985,prepared by William Couch, P.E. and
Joe Piisdone, P.E.
Assembly Q. described in Section 3.5.4 of this report and 6.10 Trus Joist Corporation's letter, dated September 18,
shown in Figure 4,has a minimum sound transmission class 1985 with calculations by J.R. Piscione, P.E.
(STC) rating of 47. This assembly has an impact insulation 6.11 Descriptive details, calculations, results of tests,test
class PIC)rating of 54 when the floor covering includes a 40 reports and quality assurance manual submitted in
ounce per square yard pad (1.36 kg/m2) and 56 ounce per three volumes cruder cover of a letter,dated October
square yard (1.90 kg/m2) carpet. 30. 1992,signed by Joseph R. Pisciorw P.E.
6.12 Revised TJl Joist Rational Bearing Analysis, dated
3.8.4 Assembly D, Option 2,STC = 59.IIC = 54 October 30. 1998,prepared by Mark Drone and Matt
Meyers.
Assembly D, described in Section 3.5.4 of this report and 6.13 Product Mix Re-Design Report, dated April, 199,,.
shown in Figure 4, when constructed with a 3/4 inch (19 mm) Applicable portions signed by Glen D. Robak, P.E.
thick, topping of gypsum concrete, evaluated in a current 6.14 TimberStrand LSL Flange 1-Joist Report,dated April,
evaluation report, has a minimum sound transmission class 1997. Applicable portions signed by Glen D Robak,
(STC) rating of 59. This assembly has an impact insulation P.E.
class PIC)rating of 54 when the floor covering includes a 40 6.15 TimberStrand TJI/Joist Manufacturing Standard, East
ounce per square yard (1.36 kg/m=I pad and 56 ounce per Kentucky Plant, dated December 1997.
square yard (1.90 kg/m2) carpet. 6.15 Microllam LVL Manufacturing Standards for Eugene,
Stayton, and Junction City, OR Plants, the Lowndes
4.0 INSTALLATION County, GA Plant, the Natchitoches, LA Plant, and
the Buckhannon, WV Plant, dated April, 1994,May,
Drawings and/or specifications for the erection and installation 1996,and January, 1997 respectively.
of the TA Joists for each job shall be strictly adhered to and a 6.17 Review and discussion of two ASTM E 119 full scale
copy of these documents shall be available at all times on the floor/ceiling assembly fire tests, dated February,
jobsite during installation. 1996. prepared by David Rice, P.E. Attached were
the following tests:
5.0 IDENTIFICATION • Report of fire tests conducted in accordance
with ASTM E 119, prepared by Warnock
TJI Joists shall be identified by a stamp indicating the joist Hersey, Report No. 651-0435, dated
type;NES report number, manufacturer's name; plant number, September 17, 1992.
and the name or logo of the third party quality control agency • Report of fire tests conducted in accordance
(PFS Corporation, NER-OA251). with ASTM E 119, prepared by PFS
Corporation, PFS Test Report 089-71, dated
6.0 EVIDENCE SUBMITTED February 15, 1990.
6.18 Report of fire tests conducted in accordance with
6.1 Results of structural load tests, product brochure, ASTM E 119. prepared by PFS Corporation, PFS Test
descriptive literature, quality control manual and Report 086-09-1,dated July 28, 1986.
engineering calculations have been submitted under 6.19 Letter prepared by Inchcape Testing Services, date"
the cover of a manual, dated February, 1982. November 8, 1995,signed by David Rowlandson.
6.2 Results of a fire test, File Nm R5492-2, dated 6.20 Report of tests conducted in accordance with ASTM
October 6, 1981, conducted by Underwriters E 90 or E 492, prepared by Shiner+Associates,
Laboratories, Inc. in accordance with ASTM E 119. signed by Allen H. Shiner, P.E.:
+� Report No.NER-200
Page 7 of 18
• Report IN 81-25,dated September 28, 1981. 7.0 CONDITIONS OF USE
• Report IN 81-106.dated July 9, 1981.
• Report IN 81-23,dated July 9, 1981. The National Evaluation Service Committee finds that TJN
• Report IN 81-24,dated July 9, 1981. Joists as described in this report are acceptable alternative
• Report IN 81-87,dated May 29, 1981. materials, products or methods of constriction to those
• Report IN 81-17.dated June 3, 1981. specified in the 1999 BOCA National Building Code, the 1999
• Report IN 81-105,dated July 6, 1981. Standard Building Code and the 1997 Uniform Building Code
• Report IN 81-20,dated July 6, 1981. with 1998 Supplement, subject to the following conditions:
6.21 Report of tests conducted in accordance with ASTM
E 492, prepared by Riverbank Acoustical 7.1 TJI Joists shall be produced at the TM Joist
Laboratories, signed by Pieter E. Straus: MacMillan Valdosta. Georgia; Eugene, Oregon;
• Report RAL-IN 98-28,dated July 15, 1996, Slayton, Oregon; Natchitoches, Louisiana; Chavies
• Report RAL-IN 96-29,dated July 15, 1996. Kentucky; Claresholm. Alberta and Castleberry,
• Report RAL-IN 96-30,dated July 16, 1996. Alabama plants with quality control inspections by
6.22 Qualification data concerning the TJIM90X joists, PFS Corporation INER-QA251).
witnessed by the PFS Corporation. 7.2 Allowable bads shall not exceed the values set forth
6.23 Reports of TJM Experiment Nos. 1453, 1"0 and in Table 2.
1449 concerning qualification of various TJI/Pro-120 7.3 Design calculations and details for specific
TS joists. Testing witnessed by PFS Corporation. applications shall be furnished to the code official
6.24 TJI Joist Manufacturing Standard paresholm, East verifying compliance with this report and the
Kentucky. Eugene. Staycon. Evergreen, Lowndes applicable code. The individual preparing such
County, and Natchitoches Plants), dated November, documents shah possess the necessary credentials
1998. regarding competency and quaWications as required
8.25 TJI/L65 Confirmation Testing, CRC Experiment No. by the applicable code ant# the professional
X1496,dated December 28, 1998,signed and sealed registration laws of the state when the construction
by Glen D Robak, P.E.. Testing witnessed by PFS is undertaken.
Corporation. 7.4 Cutting.notching or boring of the TJI joist flanges is
6.26 Letter prepared by Fixer,dated December 1 S. 1998, not permitted. Holes in webs of the TJI joists shah
signed by Jeff Goodwin. conform to the requirements given in Figures 2 and 3
6.27 Letter prepared by Themnafiber, dated October 8, of this report.
1997,signed by Michael J.wanams. 7.5 This report is subject to re-examination on a periodic
6.28 Qualification testing for the Evergreen Plant. basis. For information on the current status of this
6.29 Derivation of design values for the 9-1/2 inch deep report, contact one of the participating members of
TJI/Pro 550 joist. the NES.
E
Page 8 of 18 Report No.NM.200~
TABLE 1 -JOIST DESCRIPTION
TJI Joist Series Flange Flange Web Range of Joist Depths
Grade Size Thickness (inches)
Inches) inches
1. Performance Plus OSB Web TA Joists
TJ /Pro 150 (1). 2.1 1.5 x 1.5 3/8 91/2-11 7/8
TJ /Pro 250 1 2.1 1.5 x 1.75 3/8 71/2-16
TJ /Pro 350 1 2.0 1.5 x 2.3 318 91/2'-16
TJ /Pro550 t 2.0 1.5x3.5 7116 91/2-16
TJWPro 120TS 1.55 1.5 x 1.75 318 91/2-14
Tie/pro 160TS 2 1.55 1.5 x 2.0 318 91/2-11 7/8
TJ /L60 1 2.1 1.5 x 2.3 7/16 16-30
TJ /L65 1 2.1 1.5 x 2.55 7/16 91/2-30
TJ M60 1 2.1 1.75 x 2.3 7116 10-30
TJ /L90 1 2.1 1.5 x 3.5 7/16 16-30
TJIOM90 1 2.1 1.75 x 3.5 7/16 10-30
TJ M90X . 1 2.1 1.75 x 3.5 1/2 10-34
2. Plywood Web Us Joists
TJ /Pro 25P 8 TJUL45P 1) 2.1 1.5 x 1.75 3/8 71/2-16(8-24 Taper)
TJ /Pro 35P 1 2.1 1.5 x 2.3 3/8 10-20
TJ /Pro 350P& (1) 2.1 1.5 x 2.3 15/32 10-30(8-30 Taper)
TJUL60P
TJ /Pro 650P& (1) 2.1 1.5 x 3.5 16/32 10-30(8-30 Taper)
TJUL90P
TJ M60P 1 2.1 1.75 x 2.3 15132 10-30
TJ /H90P 1 2.1 1.75 x 3.5 15/32 10-30
For SI: 1 inch=25A mm
(1)=Microllam•LVL
(2)=TimberStrand•LSL
Report No.NER-200 Page 9 of 18
TABLE 2-PROPERTIES FOR TJI JOISTS
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTIVE VERT. El x K END REACTION(Ibs.) INTERMEDIATE REACTION(Ibs.)
DEPTH WT- MOMENT SHEAR 10 a 1-3/4" 3-112" NAILS *NOI
&IW NAILS
(in.) (pM (ft-Ibs.) (Ibs.) Ib&4n? REQ-D. REQU
Bearing L90L Soaring Lgth. 9"L 8auhng L90L
Web StUbners Web SUMners ners Web StNbnws
NO YES NO YES ES NO I YES
TJI/Pro 150 .
9-1/2 2.0 2730 1120 160 4.5 945 1 1 1120 NA NA 1 1895 1 NA 1 2440 NA NI►
11-7/8 2.3 3620 1420 276 4.5 945 1, 1420 NA NA 1895 NA 2440 NA NA
TJBPro 250
7-1/2 2.0 2335 860 103 4.5 860 NA 860 NA NA 2030 NA 2225 NA NA
9-1/2 2.2 3210 1120 185 4.5 1015 NA 1120 NA NA 2030 NA 2575 NA NA
11-7/8 2.5 4260 1420 319 4.5 1015 1120 1420 1420 3-8d 2030 2385 2575 2930 3-8d
14 2.8 5210 1710 474 4.5 1015 1120 1560 1710 3-8d 2030 ZN5 2575 2930 3-8d
16 3.0 6075 1970 653 4.5 1015 1120 1580 1915 3-8d 2030 2385 2575 2930 3-0d
TJYPro 360
9-1/2 2.7 3745 1120 231 4.5 1120 NA 1120 NA NA 2320 NA 2870 NA NA
10 2.8. 4010 1185 261 4.5 1160 1185 1185 1185 3-8d 2320 28M 2870 3065 3-8d
11-7/8 &0 5000 1420 395 4.5 1160 1420 1420 1420 3-8d 2320 26M 2870 3225 3-8d
14 3.2 6135 1710 584 4.5 1160 1505 1615 1710 3-8d 2320 26W 2870 3226 3-8d
16 3.5 7205 1970 801 4.5 1160 1505 1615 1970 3-8d 2320 26M 2870 3225 3-8d
TJUPro 550
9112 3.8 5745 1675 348 5.3 1400 NA 1675 NA NA 3355 NA 3970 NA NA
10 3.9 6150 1720 394 5.3 1400 1715 1720 1720 2-18d 3355 3670 3970 4285 2-16d
11-7/8 4.2 7675 1925 593 5.3 1400 1875 1885 .1925 3.16d 3355 3830 3970 4445 3-16d
14 4.5 9420 2125 874 5.3 1400 1875 1885 2125 3.16d 3355 3830 3970 4445 3-16d
16 4.7 11055 2330 1192 5.3 1400 1875 1885 2330 3-16d 3355 3W0 3970 4445 3-16d
TJI/L50
16 3.7 8015 2330 847 5.3 1315 1505 1885 2330 6-8d 2625 3330 3245 3990 6-8d
18 4.0 8825 2535 1119 5.3 1315 1505 1885 2535 7-8d 2625 3330 3245 4115 7-8d
20 4.3 9905 2740 1437 5.3 NA 1505 NA 2740 8-8d NA 3330 NA 4235 $-8d
22 4.5 10995 2935 1801 5.3 NA 15M NA 2935 9-8d NA 3330 NA 4360 9-8d
24 4.8 11635 3000 2214 5.3 NA 1505 NA 3010 10-8d NA 3330 NA 4485 10-8d
26 5.1 12680 2900 2678. 5.3 NA 1505 NA 2900 11-8d "" "5225 11-8d
28 5.4 13725 2900 3196 5.3 NA 1505 NA 2900 12-8d >:: 5550 12-0d
30 5.6 14770 2900 3769 5.3 NA 1505 NA 2900 EFriiii,:13-dd ? ` 5475 13-8d
TJYL85
9.5 3.0 4715 1675 268 5.3 1390 NA 1675 NA NA 2780 NA 3395 NA NA
10 3.1 5040 1720 303 5.3 1390 16M 1720 1720 3-8d 2780 3150 3395 3765 3-8d
11.875 3.4 6260 1925 459 5.3 1390 1680 1885 1925 3-8d 2780 3150 3395 3765 3-8d
14 3.7 7655 2125 678 5.3 1390 1680 1885 2125 5-8d 2780 3400 3395 4015 5-8d
16 3.9 8935 2330 930 5.3 1390 1680 1685 2330 6-8d 2780 3525 3395 4140 6-8d
18 4.2 9836 2535 1227 5.3 1390 1680 1885 2535 7-8d 2780 38M 3395 4265 7-8d
20 4.5 11040 2740 1572 5.3 NA 1680 NA 2740 8-8d NA 3720 NA 4385 8-8d
22 4.8 12245 2935 1967 5.3 NA 1680 NA 2935 9-8d NA 3720 NA 4510 9-8d
24 5.0 12975 3060 2414 5.3 NA 1680 NA 3060 10-8d NA 3720 NA 4635 10-8d
26 5.3 14140 2900 2915 5.3 NA 1680 NA 2900 11-8d .31310 11-8d
28 5.6 15305 29M 3473 -5.3 NA 1680 NA 2900 12-8d JILA^ = s ;:060�K. 12-8d
30 5.8 16465 00 29 4089 5.3 NA 1680 NA 2900 13-8d
36?S 13-8d
Timm
16 4.7 12425 2330 1246 5.3 1400 2030 1885 2330 4-16d 3355 3985 3970 4605 4-16d
18 5.0 13680 2535 1635 5.3 1400 2030 1885 2515 4-16d 3355 3985 3970 4805 4-16d
20 5.3 15360 2740 2085 5.3 NA 2190 NA 2675 5-16d NA 4145 NA 4760 5-16d
22 5.6 17040 2935 2597 5.3 NA 2345 NA 2830 6-16d NA 5090 NA 5710 11-16d
24 5.8 18060 3060 3172 5.3 NA 2345 NA 2830 6-16d NA 5195 NA 8025 13-16d
26 6.1 19680 29W 3814 5.3 NA 2345 NA 2900 7-16d
28 6.4 21300 2900 4525 5.3 NA 2345 NA 2900 8-16d 'MA'.,. `ffi800� r BOA$' 15-16d
30 6.6 22925 2900 5306 5.3 NA 2345 NA 2900 8 16d 1VA A. '';�5/6p s> < AIA=: ';^ 17-16d
it
I
Pane 10 of 18 Reaort No NER 200
TABLE 2-CONTINUED Page 2
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTIVE VERT. EI x K END REACTION(11m) INTERMEDIATE REACTION(ft.)
DEPTH WT. MOMENT $HEAR 106 1-3/4" 3-1/2" NAILS 3-1/2" 54W NAILS
(r-) (Pit) (fL4bs.) (Ws.) Ibs.4n 2 REC'D. SMp REQ'D.
Bearing Wft Bearing Wft Bearing Lg& &Wg Lgft
Web StIffaners Web Stiffeners web StlHeners Web StIllows
NO I YES I NO I YES NO I YES NO I YES
TJUH60
10 3.2 5000 1720 300 5.3 1400 1505 1720 1720 3-8d 3335 3335 4090 4450 3-8d
11-7/8 3.4 6260 1925 456 5.3 1400 1505 1885 1925 3.8d 3335 3335 4090 4460 3-8d
14 3.7 7695 2125 679 5.3 1400 1505 1885 2126 5=8d 3335 3335 4090 4710 5-8d
16 4.0 9055 2330 934 5.3 1400 1506 1885 2330 6-8d 3335 3335 4090 4830 6-8d
18 4.2 10070 2535 1236 6.3 1400 1505 1885 2535 7-8d 3335 3335 4090 4840 7-8d
20 4.5 11340 2740 1587 5.3 NA 1505 NA 2740 8.8d NA 3335 NA 4840 8-8d
22 4.8 12590 2935 1989 5.3 NA 1505 NA 2935 9-8d NA 3335 NA 4840 9.8d
24 5.1 13350 3060 2444 5.3 NA 1505 NA 3010 10.8d NA 3335 NA 4840 10-8d
26 5.3 14555 2900 2955 6.3 NA 1505 NA 2900 11-8d 11-8d
28 5.6 15760 2900 3523 5.3 NA 1505 NA 2900 12-8d 12-8d
30 1 5.9 L 16965 1 2900 1 4151 1 5.31 NA 1 1505 1 NA 1 2900 1 13-8d 13-8d
TJUH90
10 4.3 7760 1720 453 5.3 1400 1715 1720 1720 2-16d 3495 3810 4100 4420 2-16d
11-7/8 4.6 9730 1925 687 5.3 1400 1715 1885 1925 2-16d 3495 3810 4100 4420 2-16d
14 4.9 11975 2125 1015 5.3 1400 1875 1885 2125 3-16d 3495 3970 4100 4575 3-16d
16 5.2 14100 2330 1389 5.3 1400 2030 1885 2330 4-16d 3495 4130 41W 4735 4-16d
18 5.4 15685 2535 1827 5.3 1400 2030 1885 2515 4-16d 3495 4130 41W 4735 4-16d
20 5.7 17670 2740 2331 5.3 NA 2190 NA 2675 546d NA 4285 NA 4890 5-16d
22 6.0 19625 2935 2904 5.3 NA 2345 NA 2830 6-16d NA 5195 NA 5840 11-1
24 6.3 20810 3060 3549 5.3 NA 2345 NA 2830 6-16d NA 5195 NA 6155 13-1b,
26 6.5 22695 2900 4256 5.3 NA 2345 NA 2900 7-16d
14-16d
28 6.8 245W 2900 5059 5.3 NA 2345 NA 2900 8-16d r;:.. ' .... +1lFil: .:13800'; 15-16d
. .....�l...
30 7.1 26465 2900 5930 5.3 NA 2345 NA 2900 8-16d : K /1tA' ?380D - 17-16d
TJUH90X
10 4.5 7750 2345 455 6.0 1600 1920 2150 2345 2-16d 3995 4320 4690 5010 2-16d
11-7/8 4.8 9710 2565 690 6.0 1600 1920 2150 2475 2.16d 3995 4320 4690 5010 2-16d
14 5.1 11955 2795 1022 6.0 1600 2050 2150 2635 3-16d 3995 4480 4690 5170 3-16d
16 5.4 14075 3020 1400 6.0 1800 2240 2150 2795 4-16d 3995 4640 4690 5330 4-16d
18 5.7 15655 3245 1845 6.0 1600 2240 2150 2795 4-16d 3995 4640 4690 5330 4-16d
20 6.0 17640 3470 2359 6.0 NA 2345 NA 2955 5-16d NA 48M NA 5495 5-16d
22 6.3 19585 3700 2943 6.0 NA 2345 NA 3120 6-16d NA 5195 NA 6460 11-16d
24 6.7- 20770 3925 3602 6.0 NA 2345 NA 3120 6-16d NA 5195 NA 6780 13-16d
26 •era l5:. :•::, �.
7.0 22650 4150 4337 6.0 NA 2345 NA 3280 7.16d �11Gt;" _ Q ri.;; �;: 7W 14-16d
28 7.3 24535 4375 5151 6.0 NA 2345 NA 3440 8-16dITA Yi 4Qf 77W .': 15-16d
30 7.6 26415 4375 6047 6.0 NA 2345 NA 3440 8-16d 311120" 17-16d
6.0 NA 2345 NA 3600 9-16d
32 7.9 28300 4375 7026 ' i28D.:. 1816d
34 8.2 30180 4375 8092 6.0 NA 2345 NA 3600 9-16d "" Vi,< ` 75Ip' "°lftA:>``> `:&"o" 19-16d
TJUPro 25P.TJUL45P
7-1/2 1.9 2330 640 100 2.7 640 NA 640 NA NA 1655 NA 1655 NA NA
9-1/2 2.2 3200 805 177 2.7 805 NA 805 NA NA 1906 NA 2055 NA NA
11-7/8 2.4 4245 990 300 2.7 950 990 990 990 3-8d 1905 2260 2415 2560 3-8d
14 2.6 5190 1160 440 2.7 950 1120 1160 1160 5-8d 1905 2480 2415 2730 5.8d
16 2.8 6055 1315 598 2.7 950 1120 1315 1315 6-8d 1905 2460 2415 3095 6-8d
18 3.0 6665 1470 783 2.7 950 1120 1465 1470 7-8d 1905 2480 2415 3250 7-8d
20 3.2 7480 1625 996 2.7 950 1120 1465 1625 8-8d 1905 2480 2415 3370 8.8d
22 3.5 8295 1350 1238 2.7 950 1120 1350 1350 9-8d 1905 2480 2415 3175 9-8d
24 3.7 8785 1350 1509 2.7 950 1 1120 1 1350 1350 10-8d 1905 2480 2415 3175 10-8d
Resort No.NER-200 paae 11 of 18
TABLE 2-CONTINUED Page 3
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTIVE VERT. EI x K END REACTION(Ubs.) INTERMEDIATE REACTION(Ibs.)
DEPTH W. MOMENT $HEAR 10 i I-W 3-1/2" NAILS 3-lir 5-1w NAILS
(In.) (pIQ (fL4bs.) (�) &L-�2 READ. REQ'D.
Bearing� Bearing� � �
Web SWfwwm Web Stiffeners Web SUffwwrs Web Sdfferwm
NO YES NO YES NO YES NO YES
TJUPro 35P
10 2.7 4555 845 263 2.7 845 NA 845 NA NA 2180 NA 2185 NA NA
11-78 2.9 5660 1000 394 2.7 1000 1000 1000 1000 3-8d 2180 2540 2590 2590 3.8d
14 3.1 6920 1160 576 2.7 1090 1160 1160 1160 5-8d 2180 2730 2695 2730 5-ad
16 3.3 8075 1315 781 2.7 1090 1315 1315 1315 6-8d 2180 2895 2695 3095 6-8d
1a 3.5 8890 1470 1020 2.7 NA 1470 NA 1470 7-8d NA 2940 NA 2940 7-8d
20 3.7 9980 1625 1293 2.7 NA 1505 NA 1625 8-8d NA 3135 NA 3250 8-8d
TJUPro 350P.TJUL60P
a 2.6 3360 1015 155 3.4 1015 NA 1015 NA NA 2450 NA 2625 NA NA
10 2.9 4515 1215 267 3.4 1215 1215 121 S 1215 3-8d 2450 28W 3025 3145 3-8d
11-7/8 &1 5610 1420 402 3.4 1225 1420 1420 1420 3-8d 2450 2830 3025 3405 3.8d
14 3.4 6855 1625 591 3.4 1225 1505 1625 1625 5-8d 2450 3085 3025 36W 5-8d
16 3.6 7995 1830 806 3.4 1225 1505 1800 1830 6-8D 2450 3210 3025 3785 6.8d
18 3.9 8W5 2030 1058 3.4 1225 1505 1800 2030 7-8d 2450 3330 3025 • 3915 7-8d
20 4.2 9880 2235 1349 3.4 NA 1505 NA 2235 8-8d NA 3330 NA 4040 8-8d
22 4.4 10960 2440 1680 3.4 NA 1505 NA 2440 9-8d NA 3330 NA 4165 9-8d
24 4.7 11610 2645 2052 3.4 NA 1505 NA 2645 10-8d NA 3330 NA 4295 10-8d
26 4.9 12650 2775 2468 3.4 NA 1505 NA 2775 11-8d 118d
28 52 13690 2900 2928 3.4 NA 1505 NA 2900 12-8d
30 5.5 14735 2900 3434 3.4 NA 1505 NA 2900 13-8d _,; >xI6f6 ' 13-Bd
TJUH60P
10 3.1 4985 1380 292 3.4 1380 1380 1380 1380 3-8d 3070 3335 3570 3570 3-8d
11-7/8 3.4 6240 1575 442 3.4 1500 1505 1575 1575 3-8d 3070 3335 3735 4075 3-8d
14 3.6 7675 1770 653 3.4 1500 1505 1770 1770 5.8d 3070 3335 3735 4165 5-8d
16 3.9 9030 1970 893 3.4 1500 1505 1970 1970 6-8d 3070 3335 3735 4495 6-8d
18 4.2 10040 2165 1175 3.4 1500 1505 2020 2165 7-8d 3070 3335 3735 4622 7-8d
20 4.4 11305 2360 1499 3.4 NA 1505 NA 2360 8-8d NA 3335 NA 4750 8-8d
22 4.7 12550 2555 1868 3.4 NA 1505 NA 2555 9-8d NA 3335 NA 4840 9-8d
24 4.9 13310 2750 2283 3.4 NA 1505 NA 2750 10.8d NA 3335 NA 4840 10-8d
26 52 14510 2950 2745 3.4 NA 1505 NA 2950 11-8d :rs fA �? r1fA10 !1 IIA SM 11-8d
28 5.5 15710 3030 3255 3.4 NA, 1505 NA 3010 12-8d tzIiMO t: fYIA : 5920 12-8d
30 5.7 16915 3115 3816 3.4 NA 1505 NA 3010 1 -fW 13-8d
TJUPro 550P,TJUL90P
8 3.6 5190 1180 237 3A NA 1180 NA 1180 NA 3055 NA 3055 NA NA
10 3.9 6990 1380 405 3.4 1380 1380 1380 1380 2-16d 3125 3450 3570 3570 2-16d
11-7/8 4.1 8690 1575 607 3.4 1500 1575 1575 1575 2-16d 3125 3450 3700 4025 2-16d
14 4.4 10630 1770 887 3.4 1500 1770 1770 1770 3-16d 3125 3610 3700 4165 3-16d
16 4.7 12405 1970 1204 3.4 1500 1970 1970 1970 4-16d 3125 3770 3700 4345 4-16d
18 4.9 13660 2165 1574 3.4 1500 2140 2020 2165 4-16d 3125 3770 3700 4345 4-16d
20 5.2 15340 2360 1997 3.4 NA 2305 NA 2360 5-16d NA 3930 NA 4505 5-16d
22 5.4 17015 2555 2475 3.4 NA 2345 NA 2555 6-16d NA 4895 NA 5470 11-16d
24 5.7 18030 2750 3011 3.4 NA 2345 NA 2750 6-16d NA 5195 NA 5795 13-16d
26 6.0 19650 2950 3604 3.4 NA 2345 NA 2950 7-16d ^1VA ' : 5f100 "+NA 5l00+ 14-16d
28 6.2 21270 3030 4257 3.4 NA 2345 NA 3030 8-16d *NA z4<060 1fA s/; �a050r<; 15-16d
30 6.5 22890 3115 4971 3.4 NA 2345 NA 3115 8-16d Ksr141A f}-;8Z3� 1Y11 62A0':: 17-16d
Pa-ge 12 of 18 Report No.NER-200
TABLE 2-CONTINUED Page 4
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTIVE VERT. El x K END REACTION(lbs.) INTERMEDIATE REACTION(lbs.)
DEPTH WT. MOMENT SHEAR 10 6 143/4" 3-1/2" NAILS 3-1/2" 5-114" NAIL
(in.) (plf) (ft.-Ibs.) (Ibs.) ibs.4n.2 REQ'D. READ.
Bearing Lgth. Bearing Lgth Bearing Lgth. Boring Lgth.
Web SWknws Web Stiffeners Web Stiffeners Web Stiffeners
NO I YES I NO YES NO YES i NO I YES
TJUH90P
10 4.3 7750 1380 446 3.4 1380 1380 1380 1380 2-16d 3570 3570 3570 3570 2-16d
11-7/8 4.5 9710 1575 673 3.4 1500 1575 1575 1575 2-16d 3745 4070 4075 4075 2-16d
14 4.8 11955 1770 990 3.4 15M 1770 1770 .1770 3-16d 3745 4165 4165 4165 3-16d
16 5.1 14075 1970 1348 3.4 1500 1970 1970 1970 4-16d 3745 4390 4395 4635 4-16d
18 5.3 15655 2165 1765 3.4 1500 2140 2020 2165 4-16d 3745 4390 4395 5040 4-16d
20 5.6 11640 2360 2243 3.4 NA 2305 NA 2360 5-16d NA 4551 NA 5200 5.16d
22 5.9 19585 2555 2783 3.4 NA 2345 NA 2555 6-16d NA 5195 NA 6010 11-16d
24 6.1 20770 2750 3387 3.4 NA 2345 NA 2750 6-16d NA 5195 NA 6470 13-16d
26 6.4 22650 2950 4056 3.4 NA 2345 NA 2950 7-16d 14-16d
28 6.6 24535 3030 4792 3.4 NA 2345 NA 30M 8-16d R 15-16d
30 6.9 26415 3115 5595 3.4 NA 2345 NA 3115 8-16d 17-16d
TJUPro 120TS
9-1/2 2.4 2570 1120 14 44.5 1120 NA 1120 NA NA 24M NA 2900 NA NA
11-7/8 2.7 3430 1420 246 4.51 1120 1 1120 1420 1420 3.8d 2480 2480 3475 36M 3-8d
14 2.9 1 4205 1710 368 4.5 1 1120 1 1120 1 1615 1710 3-8d 2480 2480 3475 3600 3-8d
TJVPro 150TS
9-1/2 2.6 1 2730 1 1120 I 160 1 4.5 1120 NA 1120 NA NA 2870 NA 2900 NA NA
11-7/8 2.9 3620 1420 276 4.5 1200 NA 1420 NA NA 2870 NA 3515 NA NA
For SI:1 inch-25.4 mm, 1 plf=14.59 Nhm, 1 IL-lb.=1.356 N-m,1 bs.4n.2=2.87 kN-mrn2
FOOT NOTES FOR TABLE 2
1. Refer to Figure 1 for web stiffener details.
2. Deflection is calculated as follows:
-Uniform bad: e = 22.5WL° + 12WV -Concerxrated IoM at 0 _ 36PV + 24PL
EI Kdx105 midspan: El Kdx105
Where:
P =Concentrated bad,pounds. d =Out-to-out depth of joist,inches.
W =Uniform bad in pounds per lineal foot. El=From table.
L =Clear span in feet. K =From table.
3. The stated allowable design properties are for bads of normal duration. Adjustments to the allowable design values shall be in
accordance with the applicable code.
4. Interpolation between bearing lengths and joist depths is permitted for allowable design reactions.
5. The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment
is provided to the web stiffener.
6. Allowable bearing lengths have been determined based on Trus Joist MacMillan Products. Allowable bearing on supporting
members shall be checked.
7. Shaded areas indicate 5 1/44nch and 7-inch bearing lengths at intermediate reactions.
8. Joist weights shown are calculated on a rational basis,are based on heavier of eastern or western species products and
are suitable for use in dead bad calculation. Contact the producing plant for shipping weight information,if needed.
Report No. NEW 200 Paps 13 of is
FIGURE 1
WEB STIFFENER NOTES AND DETAILS
I. Web stiffeners shall be installed at bearing points as required in Table 2.
2. Web stiffeners shall be installed at points of concentrated bads greater than 1500 pounds and are to be
nalled In a000rdanoe with the Intermediate reaction schedule in Table 2.
3. Web stiffeners are to be installed on each side of the web as shown,with nails equally spaced vertically.
4. A gap shall be lit at the top of web stiffeners as shown at all bearing conditions. In the case of
concentrated bads,web stiffeners are required as shown and the gap shag be at the bottom.
5. Web stiffener material shag be sheathing meeting the requirements of PS 1 or PS 2 with the face grain
parallel to the long axis.
6. Some hangers require web stiffeners to comply with nailing requirements through side Plates
7. If web stiffeners are not used in hanger support,the side of the hanger shag extend up to laterally
support the top flange.
WebstiffewnwHiratin sareasfollowsz-
Til Joist Series Minimum Dimensions Grade
W inches Inches
TJUPro 150 2 5/16 1/2 See Note 5
TJI/Pro 250,TJI/Pro 120TS,TJI/Pro 25P, 2 5/16 518 See Note 5
TJUL45P
TJUPro 150TS 25116 3/4 See Note 5
TJI/Pro 360,TJUL60,TJUL65,TJUH60,TJI/Pro 2 5/16 7/8 See Note 5
35P,TJI/Pro 350P,T.11/1",TJUH60P
TJUPro 550,TJUL90,TJUH90, 31/2 1 1/2 Constniction Grade 2x4
TJUPro 550P,TJUL90P,TJUH90P,TJl/H90X
WM STI"ENER ATTACHMENT
Corczntrated load
w T 1
Vb, min.
2' Max. _ 2-1/4• rnw.
Nails spaced
eavolly
2' Max. Snug lit
Min. Bearinq Distance
MINW%jm BEARING DISTANCE
End Support Na+ger Support Continuous TJI Joist Support
DA
Min. Bearing Distance Min. Bea roll Dista+ce Min Bearing Distaxe
For sh 1 inch a 25.4 mm. 1 Ibf.a 4.448 N
i
Paps 14 of 18 Report No.NER-200
2
P:r :GISTS W! . :�1_`'IirOOD i•:::3S
I
PLrwOOD O O
wEB
1
1
FLANGE
Li OF BEAReNG PLATE
SPAN IN MINIMUM DISTANCE FROM t OF SUPPORT IN FEET AND INCHES TO It OF HOLE
FEET HOLE DIAMETER
3" 4- 5- 6" 7" 8" 9" 10' 12" 14' 16'
14 1-0 1-3 1-6 2-0 2-3 2-6 3-0 3-3 4-0 4-6 5-3
15 1-0 1-3 1-9 2-0 2-6 2-9 3-0 3.6 4-3 5-0 5.6
16 1-0 1-6 1-9 2-3 2-6 3-0 3-3 3-9 4-6 5-3 6-0
17 1-0 1-6 1-9 2-3 2-9 3-0 3-6 4-0 4-9 5.6 6-3
18 1-3 1-6 2-0 2-6 2-9 3-3 3-9 4-3 5-0 5-9 6-9
19 .1-3 1-6 2-0 2-6 3.0 3-6 4-0 4-6 5-3 6-3 7-0
20 1-3 1-9 2-3 2-9 3-3 3-9 4-0 4-6 5-6 6.6 7-6
21 1-3 1 9 2-3 2-9 3-3 3-9 4-3 4-9 5-9 6-9 7-9
22 1-3 1-9 2-3 3-0 3-6 4-0 4-6 1 5-0 6-0 7-3 8-3
23 1-6 2-0 2-6 3-0 3-9 4-3 4-9 53 6-3 , 7-6 8-6
24 1-6 2-0 2-6 3-3 3-9 4-3 5-0 5-6 6-9 7-9 9-0
25 1-6 2-0 2-9 3-3 4-0 4-6 5-0 5-9 7-0 8-0 i 93
26 1-6 2-3 2-9 3-6 4-0 4-9 5-3 6-0 7-3 8-6 9-9
27 1-9 2-3 3-0 3-6 4-3 4-9 5-6 63 7-6 8-9 10-0
26 1.9 2-3 3-0 3-9 4-6 5-0 5-9 1 6.6 7 9 9-0 10-6
29 1-9 2-3 3-0 3-9 4-6 5-3 6-0 6-6 8-0 1 9-6 10-9
30 1-9 2-3 3-3 4-0 4-9 5-6 6-0 6-9 8-3 9-9 11-3
31 1-9 2-6 3-3 4-0 4-9 5-6 6-3 7-0 6-6 10-0 11-6
32 2-0 2-9. 3.6 4-3 5-0 5-9 6-6 7-3 8-9 10-3 12-0
33 2-0 2-9 3-6 4-3 5-3 6-0 6-9 1 7-6 9-0 10-9 12-3
34 2-0 2-9 3-6 4-6 5-3 6-0 7-0 7-9 9-3 11-0 12-9
35 2-0 3-0 3-9 4-6 5-6 6-3 7-0 8-0 9-9 11-3 13-0
36 2-3 3-0 3-9 4-9 5-6 6-6 7-3 8-3 10-0 11-9 13-6
For SI: 1 inch=25.4 mm 1 foot=304.8 mm
TJI JOIST HOLE CHART INSTRUCTIONS
ROUND HOLES-For simple spans and uniform loads use the table above(table on page 12 for joists having OSB webs)
to determine holes sizes.
SQUARE HOLES-Square holes sizes are determined by multiplying the maximum round hole diameter by a factor of 0.8
for plywood and 0.7 for OSB.
MULTIPLE HOLES - Where more than one hole is desired the amount of wood between holes shall equal or exceed
twice the diameter of the largest We or twice the side of the largest square hole.
CANTILEVERS AND CONTINUOUS SPANS-For uniformly loaded cantilevers and continuous TJI joists,the holes shall
be located 1 inch farther from the support for each foot of clear span in addition to the values indicated in the table above.
SPECIAL-Exceptions to these rules are possible under some conditions through special inquiry.
NOTE- Do not cut the joist within 4 inches of the support centerline, otherwise a 2 inch diameter hole can be cut in the
web anywhere. THE TOP AND BOTTOM FLANGES ARE NEVER TO BE CUT-The sizes given in the table are hole
sizes,not duct sizes.
FOR TJI JOISTS with 1.50 inch and 1.75 inch wide x 1.5 inch thick flanges-Where more than three-fourths of the depth
of the web is removed, 1 foot shall be added to the distances above.
Report No.NER-200 Pe" is of 18
FIGURE 3
ALLOWABLE HOLE SIZE CHART FOR
JOISTS WITH PERFORMANCE PLUS® OSB WEBS
FLANGE
PE RFQ 058P`IANC. O O (�-1
PLM OSd CEO O U
FLANGE
OF BEARING PLATE
Table A Table B
Minimum Distance from Center Line of Support to
Hole Factor-Diameter of Holel Center Line of Hole
Hole Factor Hole Factor
co 2 3 4 5 6 2 3 4 1 5 6
= 10 21/4' 3' 3 3/4' 41/2' 61/4" 14 l'-3" 2'-0' 2'-9' 3'-6' 4'-0'
U 12 3" 4' 5" 5 3/4' 6 3/4' 15 1'-6' 2'-3' 3'4r 3'-9" 4'-6'
? 14 3 W 4 3/4' 6" 7 1/4" 81/2" 16 1'-6' 2'-3' 3'40' 4'-0' 4'-9'
Z 16 41/4' 5 3/4' 7" 81/2" 10' 17 1'-6' 2'-6' T-3' 4'-3" 5'40"
H18 5' 61W 81/4' 9 3/4" 111120 18 1'-9' 2'-6' T-6' 4'-6' 6-3'
(L 20 51/2' 711T 9114' 11114" 13' 19 1'-9' 2'-9" 3'-9' 4'-9' 5'-6'
w 22 61/4' 81/4' 101/2' 121/2" 14 3/4' 20 2'-0" T-0' 4'-0' 5'-0" 6'4r
24 7' 91/4' 11 1/2" 13 3/4' 161/4' U J 21 2'-0" T-0' 4'-0' 5'-3' 6'-3'
26 IF UT 101/4' 12 3/4' 151/4' 173140 (jj 22 2'-0' 3'-3' 4'-3' 5'-6" 6'-6"
O 28 81/4' 11" 13 3/4' 161/Y 191/4' Ll_ 23 2'-3" 3'-3' 4'-6" 1 5'-9' 6'-9'
30 9' 12' 15' 1 17 3/4' 20 3/4' Z 24 2'-3' 3'-0' 4'-9' 6'-0' r4r
For SI:1 inch=25.4 mm — 25 2'-6" 3'-9' 5'4r 6'-3' r4r
1 If a particular hole diameter is not given in the table,the next Z 26 2'-6' 3'-9" 5'40' 6'-6' 7'-9'
largest size diameter indicated should be used. Q 27 2'-6' 4'40' 5'-3' 6'-9' 8'-0'
Instructions: 28 2'-9' 4'-0' 5'-6' 7'-0' 8'-3'
1. For a specific joist depth and hole diameter determine the hole Co 29 2'9' 4'-3' 5"-9" 7'-3" 8'-6'
30 3'-0" 4'-6' 6'-0" 7'-6" 9'4r
factor from Table A 31 T-0' 4-0' ' 6'-0' 7'-9" 9'-3'
2. Using the hole factor and the span of the joist the minimum 32 3'-0" 4'-9' 6'-3" 8'-0" 9'-6"
distance from centerline of support to centerline of the 33 T-3' 4'-9' 6'-6' 8'-3' 9'-9'
hole can be obtained from Table B. 34 3'-3' 5'-0' 6'-9' W-W 1 W
35 3'-6' 5'-3' 7'4r 8'-9" 10'-0"
3. The instructions noted at the bottom of Figure 2 are also 36 3'-6" 5'-3' 7'-0" 9'-0" 10'-9'
applicable to Performance Plus OSB webs
For S1:1 inch=25.4 mm 1 foot=304.8 mm
1
V
Pepe 1s of 78 Report No. NER-200
4
FIGURE 4
FIRE-RESISTIVE ASSEMBLY DETAILS
ASSEMBLY A.(See Section 3.5.1 of this report.)
z
1. Double wood floor.
2. TJI Joist.
3. Fixture protection.
4. 24 inch x 48 inch recessed Fright fixture.
5. Cold-rolled channels.
6. 12 inch air diffuser.
7. Thermaliber or Fiberex-FBX or Fiberex-IF mineral
wool blankets.
s 6 s 4 3 8. 5/8 inch thick acoustical panels 24 inches x 24
Io• MINIMUM inches or 24 inches x 48 inches supported by an
approved exposed fire-rated suspension system.
ASSEMBLY B.(See Section 3.5.2 of this report.)
1. 48/24 tongue-and-groove span rated sheathing
(Exposure 1).
2. Two layers 112 inch thick Type X gypsum board.
3. TJI Joist.
4. Optional 3-1/2 inch thick glass fiber batt insulation
(not shown).
Sound Test Data`
W/O Gypsum Concrete STC=50
Pad b Carpet 11C=60
z RESILIENT CHANNELS DIRECTLY Tarkett Acoust'iflor IIC=51 1
APPLIED TO JOISTS @ 16" o.c. Cushioned Vinyl IIC=45
SUPPORTING BOTH LAYERS OF W/Gypsum Concrete STC=58
GYPSUM BOARD NECE55ARY 4 Pad b et IIC=54
TO ACHIEVE SOUND RATINGS
Tartxett Axxwstiflor IIC=54(1
Armstrong Vios/Armstrong IIC=50(1
Cambray sheet vinyl
(1) Requires two layers of 5/8 inch thick Type X
gypsum board with one layer of 3-1/2 inch thick
batt insulation.
2 ASSEMBLY C.(See Section 3.6.3 of this report.)
1. 48/24 tongue-and-groove span rated sheathing
(Exposure 1).
2. TJI Joist.
3. 5/8 inch thick x 24 inch x 24 inch ceiling panels.
95 4. Fixture protection.
5. 1/2 inch thick Type X gypsum board.
6. 24 inch x 48 inch recessed light fixture.
s q b 4 3 7. 6 inch x 12 inch opening for return air.
8. 12 inch diameter diffuser opening.
9. Steel suspension grid.
For SI: 1 inch=25.4 mm
F ,
Report No. NER-200 Pogo 17 of 18
FIGURE 4 Wont)
ASSEMBLY D.(See Section 3.5.4 of this report)
2 1. 48/24 tongue-and-groove span rated sheathing
(Exposure 1).
2. TJI Joist.
3. No. 26 gauge galvanized steel furring channel
installed perpendicular to joists. Furring channels
spaced 1-1/2 inches from and on each side of
gypsum board end joints and 24 inches on center
away from and joints. Channel segued to joists with
support dips (Item 4) at each joist location. At
channel splices. adjacent pieces overlapped 6 kx*m
and tied with double strand of No. 18 SWG
galvanized steel wire at each end of overlap.
4. Simpson Strong-Tie Co. Type CSC support dips to
be used to support furring channels at the
Sound Test Data: intersection with each joist. Support dips nailed to
/O Gypsum STC=47 side of joist bottom flange with 1-1/2 inch long No. 11
Concrete Pad &�rpet =54 gauge nail.
/Gypsum Concrete STC-59 5. Stabilizer strap(not shown)-3/4 inch x 6 inch No. 24
Pad 8 IIC=54 gam galvanized steel strap used to prevent rotation
of the support dips at gypsum board end joints and
along walls.
6. 1 inch thick (6 pd minimum)Themhaflber or Fiberex
FBX or Fiberex-IF mineral wool.
7. 1/2 inch thick USG FIRECODE Type C or Westroc
Fireboard C gypsum board.
2 ASSEMBLY E.(See Section 3.5.5 of this report)
1. Double wood floor or a single layer of 48/24 tongue-
and-groove span rated sheathing(Exposure 1).
2. TJI Joist.
3. An approved ceiling system that will provide a 40
minute finish rating. An example of a ceiling with a
40 minute finish rating is described in Section 3.5.2.
' ASSEMBLY F.(See Section 3.5.6 of this report)
1. 48/24 tongue-and-groove span rated sheathing
(Exposure 1).
2. 5/8 inch thick USG FIRECODE Type C or Westroc
Fireboard C gypsum board.
3. TJI Joist(with flange sizes 2 x 4 nominal or larger).
4. USG RC-1 channels at 16 inches on center.
5. Thermafiber or Fiibemx-FBX or Fiberex-SAFE mineral
wool blankets.
Typical detail for butt joints perpendicular to framing For SI: t inch=25.4 mm
members.
r
Pop is of is .Report No.NER•200
FIGURE 4 icont) t
For Sh 1 inch=25.4 mm
Alternate Floor Systems:
Lightweight concrete may be added to assemblies A
through G. See Section 3.7 for details.
ASSEMBLY G.(See Section 3.6 of this report.)
:
1. 48/24 tangos-and-groove span rated sheathing
(E)posure 1�
2. TJI joist.
3. Optional glass fiber Insulation, unfaoed bans. 3-1/2
inches thick In plenum, supported by stay wires 12
kx*m on center and centered on joist bottom
flanges.
3 s 4 4. Three layers of 5/8 inch thick Gold Bond Fireshield G
Type X gypsum board.
5. Resilient channels at 16 inctm on center located
between first and second layers of gypsum board.
A
For Sh 1 inch=25.4 mm
Typical resiGen channel and gypsum board attachment
IYA"
j
' IYA" X 24' X 48"
MINERAL WOOL BATT
!r i EACH SIDE OF FIXTURE
�r
SLIT FOR
HANGER WIRE
IYA" X 4&" X 24"
MINERAL WOOL BATT
FASTENED WITH WIRE
AT EACH END
FIGURE 5
LIGHT FIXTURE PROTECTION
(See 3.5.1 for detailed description of mineral wool batts.)
For 31: 1 inch=25.4 mm
MASON COUNTY
DEPARTMENT OF HEALTH SERVICES
Environmental Health Personal Health
PO BOX 1666 SHELTON,WA 98594
LOCAL(360)427-9670
BELFAIR(360)275-4467&4468
Application for Determination of Adequacy
Instructions
..........................................................................X-NEX-
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PART 1: Applicant/Parcel Identification
Name of Applicant A4 !d t) i,,
L -ie e- Date
Mailing Address 74!0/ >1 F Telephone S 14 3 -7qe;z,
Assessor's Parcel Number
Type o Water System(Check One): Reason forApplication (Check One):
Public/Community Water System(2 or more Building permit
connections) ❑ Land use application,if so..
❑ Individual water source(one connection),if so.. 13 Division of land
0 Well #of Parcels?
13 Spring/surface water SPH9 -
0 Other(explain) 0 Boundary line adjustment
13 Other(explain)_
PART 2: Water System Information
Complete the section appropriate for the type of water system being evaluated for adequacy:
Public Water System
Name of Water System
Water Facility Inventory(WFI)Number: 22 -16) of
0 The water purveyor has filed a letter granting blanket hookups to this water system.
I am the manager of this water system. The water system has been approved for 37.services. There are
presently 16 connections in use. This will be the &Q q connection. -TfWwater system is able and
willing to provide water to this(these)connections w—iffout—exceeding the limits of the water system or any
limits set by state and local regulation.
Signature of Water System Manager Date
H.-I WDA TA WRCLVM WA TERAD3.WP Update:Mach A 19"
W - 7
THIS PARCEL
INCLUDES
PLANS, BLUEPRINTS
OR OVERSIZE
IMAGES
LARGE FORMAT
IMAGES HAVE BEEN STORED IN
FILE CABINETS) UNDER
PARCEL NUMBER
PARCEL # 6D
caseM#ao0a - 000;q