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Permit# d,'! c L MASON COUNTY
BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location / 8��O .Sri / 3 -
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items listed below must be corrected to gain compliance
L. AL
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
all for re-inspection when corrections are made before continuing ❑ Please contact,our office
Make corrections, items will be checked on next inspection regarding possible structural
damage incurred by recent
❑ OK to "naturallman made"
❑This is not a complete inspection disasters.This is NOTa
Date 02 -L/ I oc/ Department s CORRECTION NOTICE.
Inspector %Z
DO NOT REMOVE THIS TAG
a
w Mason County
pE, Department of Community Development
Mason County Bldg. 8, 615 W. Alder Street
Shelton, WA 98584 360-427-9670
www.co.rnason.wa.us
INSPECTION REPORT PERMIT # COM2002-00088
ADDRESS: 18350 E.State Route 3,Allyn (Building B)
INSP. TYPE: Framing/Progress aa-> — (✓vv�IZt
COMMENTS: QQ
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On-site, owner Richard Knight described having health
issues that have prevented him from being able to make
significant progress. It was apparent that the inspection
was intended to extend the expiration date of the permit.
Mr. Knight pointed to some sill plates that had been
installed. Some Photos were taken of the project and
(limited) progress noted.
® AP (Approved) ❑ DA(Disapproved) DATE: 3/25116
❑ AE(Approved with correction) ISSUED BY: M. Barth
If Disapproved, Corrections Are Required And You Are Hereby Notified
That No Work Shall Be Covered Until The Above Violations Are Corrected.
After Corrections Have Been Made,
Contact Jurisdiction to Schedule Reinspection
RETAIN THIS TAG ON-SITE FOR RE-INSPECTION
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Precise Engineering Inc. DEC2Q10
101.1. Mellen Street * Centralia,WA 98531.
360-736-14.37 "Pax 360-807-0108
426 W. CEDAR ST,
December 22, 2010
RE: Richard Night Motel
183 50 E.Highway 3
Allyn, WA 98524
To Whom It May Concern:
It is my understanding that portions of the foundation for this project were poured and
then left for some period of time as shown in the attached photos. Richard Night stated
that he cleaned the footing and wire brushed the reinforcing steel. In addition, attached is
a sketch of the longitudinal reinforcing detail at the corners.
All work as described, including sketch`B" attached is acceptable in order to form and
pour the foundation to completion.
If can be of further p please call (36 736-1137
Harold Hahnenkratt PE
Principal
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Precise Engineering Inc.
1011 �4ellen Street Centralia, AVA 98531
360-736-1137 1
s Fax 360-807-0108
January 11, 2011
RE: Richard Night Motel
18350 E.Highway 3
Allyn, WA 98524
To Whom It May Concern:
This is meant to supplement the original letter I sent you. Based on an email from
Debbera Coker of Mason County, You need a stamped letter regarding the construction
joints, and field bending of reinforcing steel. This will serve as a confirmation of the
information I provided in an e-mail to you.
Field Bending of Reinforcing Steel
For#4 rebar(1/2" diameter)would have a 1 1/2"radius of bend
For#5 rebar(5/8" diameter)would have a 1 7/8" radius of bend.
*Note these are minimum bend radii.
Regarding the cold/construction joints, it is acceptable to provide a lx2 key at these
joints. The concrete surface should be clean and free of contaminants. In addition it
would be a good idea although not required to provide a concrete bonding agent prior to
placing the new concrete.
If I can be of further he, lease call (360) 73 -1137
� - .i
Harold Hahne nkratt PE Q. H,
Principal "
HIV L
Page 1 of
Debbera Coker- Mason County building permits, COM2002-00088 (bldg B) & COM2002-00072 (bldg A)
10HUNFAWNWAMM .7
From: Debbera Coker
To: bknighthome@aol.com
Date: 5/1/2014 11:31 AM
Subject: Mason County building permits, COM2002-00 A8 (bldg B) & COM2002-00072 (bldg A)
CC: Adkins, Barbara; Waters, Larry
Hello Mr. Knight,
Earlier this week I received a telephone call from an appraiser inquiring about the status of the building permit to construct
building B. As a result I pulled the records and found that the last inspection was performed on May 1, 2013 and that there has
been no activity since that date. In accordance with condition #27 and the signed agreement of the permit, building code section
105.5, and Mason County Code 14.08.040 the building permit is expired, see code sections pasted below. When permit
suspension or abandonment has not exceeded 1-year Mason County Code specifies that one-half of the permit fee shall be
required to reactivate the permit. Today marks one year from the last inspection. In order to keep the permit active our office
will allow the permit to be reactivated by paying the required fee no later than May 30, 2014. In the past our department has
allowed payment of fees up to 30-days beyond the one-year date. The fee due to reactivate the permit is$2277.13 (original
permit fee 4554.25 x 50%= $2277.13).
In addition the permit for building A, permit number COM2002-00072 has not had activity since June 19, 2013,when a progress
inspection was performed and approved by inspector Terry Ryan. Since no activity has taken place for 180 days or more the
permit has expired due to inactivity and will need to be reactivated by June 19, 2014. The amount due to reactivate the permit is
$3591.88 (original permit fee$7183.75 x 50%=$3591.88).
No inspections will take place until fees are paid. This message is cc'd to our Director Barbara Adkins and inspector Larry
Waters for their reference.
We look forward to reactivating the permit and performing future inspections not more than 180 days apart so that the reactivated
permits do not expire. If you have questions please let Mrs. Adkins, Larry Waters, or me know.
MASON COUNTY CODE 14.08.040
14.08.040 IBC Section 105.5 and IRC Section R105.5, Expiration.[]
If the permit expires without extensions granted or progress inspections performed, before such work can be recommenced, a
permit shall be first obtained to do so, and the fee therefor shall be one-half the amount required for a new permit for such work,
provided no changes have been made or will be made in the original plans and specifications for such work, and provided further
that such suspension or abandonment has not exceeded one year. In order to renew action on an expired permit exceeding one
year, the building official has authority to require a new permit be submitted for the completion of the structure with fees assessed
for a new permit or charge a rate equivalent to the total hourly cost to the jurisdiction which shall include supervision, overhead,
equipment, hourly wages and fringe benefits of the staff involved to renew or reinstate the permit.
2012 INTERNATIONAL BUILDING CODE, EXPIRED PERMITS
[A] 105.5 Expiration. Every permit issued shall become invalid unless the work on the site authorized by such permit is
commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned
for a period of 180 days after the time the work is commenced. The building official is authorized to grant, in writing, one or more
extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause
demonstrated.
0 66era Coker
file://C:\Documents and Settings\Dlc\Local Settings\Temp\XPgrpwise\53623093Masonmai1100170357012... 5/1/2014
t
From: Debbera Coker
To: Adkins, Barbara; Borden, Allan
CC: McFarland, Genie; Waters, Larry; Woolett, Trish
Subject: Knight Enterprises, hotel permits COM2002-00072 and COM2002-00088
Hello Barb and Allan,
I Received a telephone call from a contractor today who is inquiring about permits for the hotels
issued to Knight Enterprises in 2004, permit numbers COM2002-00072 and COM2002-00088.
During our conversation I noticed that no activity has taken place with the permits since early 2011.
As I result I notified the contractor that he should notify the owner that it appears that the
permits have expired and that the owner will need to contact our director as soon as possible to
discuss reinstating the permits.
The contractor wanted to know whether the elevator shown on the approved plan is required. I
notified him that due to accessibility requirements an elevator will likely be required. If the owner
wishes to modify the construction plans a code evaluation, prepared by the licensed design
professional, will be required and the modification will need to be reviewed and approved by all
applicable departments.
C2
i
(41/5/201 Barbara Adkins- R Knight building permits Page 1
From: Richard Knight<rak5ah@aol.com>
To: <BarbarA@co.mason.wa.us>
CC: <bknight173@aol.com>, <marykwynn@kw.com>, <vladbay@hotmail.com>
Date: 11/3/2012 9:34 AM
Subject: R Knight building permits -�
Attachments: letter for_knight.pdf
-----Original Message----
From: Richard Knight<rak5ah@aol.com>
To: BarbaraA<BarbaraA@co.mason.wa.us>
Sent: Fri, Nov 2, 2012 1:20 pm
Subject: R Knight building permits
S
Barbara Adkins, AICP, Director
Regarding building permits COM2002-00088 and COM2002-00072
This letter is to follow up on our request to reactivate the above building permits. As you are aware we
applied for a Shoreline Substantial Development, Mason County Special Use Permit and Conditional Use
Permit for development on Parcel No. 12220-50-05001 to build a hotel complex in Allyn. We were
successful in obtaining a Shoreline Substantial Development, Permit SHR2011-000006. In the interim
the building progress was on hold. Following the successful completion of that process we have been
seeking financing to move forward on this project.
We are now in the final stages of negotiations on financing and in order for financing to move forward we
must show that the above Permits are in fact available for construction to proceed.
We are working on funding with Bay Financial Services, and associates and with Butler Construction as a
potential builder/contractor. Our real estate agent in this transaction is Mary Wynn of Keller-Williams.
Richard and Bonnie Knight
Barbara Adkins, AICP, Director
Regarding building permits COM2002-00088 and COM2002-00072
This letter is to follow up on our request to reactivate the above building permits. As you are aware we
Page 2
(21/5/20T2) Barbara Adkins- R Knight building permits
applied for a Shoreline Substantial Development, Mason County Special Use Permit and Conditional Use
Permit for development on Parcel No. 12220-50-05001 to build a hotel complex in Allyn. We were
successful in obtaining a Shoreline Substantial Development, Permit SHR2011-000006. In the interim
the building progress was on hold. Following the successful completion of that process we have been
seeking financing to move forward on this project.
We are now in the final stages of negotiations on financing and in order for financing to move forward we
must show that the above Permits are in fact available for construction to proceed.
We are working on funding with Bay Financial Services, and associates and with Butler Construction as a
potential builder/contractor. Our real estate agent in this transaction is Mary Wynn of Keller-Williams.
Richard and Bonnie Knight
f
Vintage Capital Inc.
Private Equity Company
10900 Ne 4`h St#2300
Bellevue,WA 98004
To whom it might concern,this letter is to certify that Richad and Bonnie Knight are in the process of
obtaining commercial financing for the project at 18560 E State Route 3,Allyn,WA.
If you have any further questions please contact us at 425 786 6505
Kennedy
Loan officer
(11/5/2012) Barbara Adkins- Fwd: Building permits Page 1 j
From: Richard Knight<rak5ah@aol.com>
To: <BarbarA@co.mason.wa.us>
Date: 11/3/2012 9:25 AM
Subject: Fwd: Building permits
-----Original Message-----
From: David Butler<david@butlerconst.com>
To: 'Richard Knight' <rak5ah@aol.com>
Sent: Fri, Nov 2, 2012 11:37 am
Subject: Building permits
Richard Knight, Mason County Building Dept.
We should have a firm bid finished up by the end of next week. I look forward to getting this project
started and finished by spring. If there is anything else I can do you please don't hestitate to let me know.
Thanks,
David Butler
Butler Construction
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' RE: Ding;) http://mail.aol.com/38539-111/aol-6/en-us/mail/PrintMessage.aspx
From: Duane Edwards<duanee@libertybaybank.com>
To: Home<bknighthome@aol.com>
Subject: RE: Ding ; )
Date: Wed,Apr 2, 2014 8:48 am
We go to Management Loan Committee this morning for approval subject to
appraisal and environmental update. It is looking good from my end. I will
give you an update this afternoon.
Get that pen out, we will need to move on to appraisals and Environmental
update. I have bids for $3,000, $3,200 and 5,000 on the appraisal. I think I
will pass on the $5,000 number. I hope to have my EDR (environmental review)
number by today or tomorrow (hoping to keep this to a minimum) . The Flood
determination came back outside the flood plain (really good news) . . . I will
come in a bit low on the loan amount, we will talk about that after I have my
approval in place. I think it will still work for you to pay off Sunnydale, but
a bit tight.
I will call you this afternoon.
Duane E. Edwards
SVP Team Leader/Relationship Manager
Liberty Bay Bank
19917 7th Ave NE, Suite 101 Poulsbo, WA 98370
(360) 394-4775 Direct, (360) 779-4567 Office
NOTE: We at Liberty Bay Bank make it a policy to NOT include any personal
identifying information in outgoing e-mails unless it is encrypted or password
protected for your security. If you are sending e-mails to us, we ask that you
also refrain from including unsecure personal identifying information.
-----Original Message
From: Home [niailto:bknigYitliome@aol.com]
Sent: Wednesday, April 02, 2014 8:27 AM
To: Duane Edwards
Subject: Ding ; )
Sent from my iPad
1 of 1 4/29/2014 9:19 AM
Loan is approved http://mail.aol.com/38539-111/aol-6/en-us/mail/PrintMessage.aspx
From: Duane Edwards<duanee@libertybaybank.com>
To: Home<bknighthome@aol.com>
Subject: Loan is approved
Date: Thu,Apr 3,2014 8:52 am
I will call you later this morning. We have a deal approved and I would like to run the approval past you and
Richard.
Are you available around 11:00 AM?
I am gone until 10:30 AM this morning..
Duane E. Edwards
SVP Team Leader/Relationship Manager
Liberty Bay Bank
19917 7th Ave NE, Suite 101 Poulsbo, WA 98370
(360) 394-4775 Direct, (360) 779-4567 Office
LtBERTY BAY :
NOTE:We at Liberty Bay Bank make it a policy to NOT include any personal identifying information in outgoing a-mails unless it is
encrypted or password protected for your security. If you are sending a-mails to us,we ask that you also refrain from including unsecure
personal identifying information.
•
1 of 1 4/29/2014 9:17 AM
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INDEX DIAGRAM with the requirements of the Robert L. Emerson, PLS
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RVEY FOR: request of- - a (360) 275-88�8
RICHARD FIGHT o P.O. Box 1526
'NIGHTDECEMBER 2005 �<S' E4��S 18347 E. Highway 3
in , s
l 84 �b Allyn, WA 08524
98524 EXPIRES 10/13/06
ROBERT L.EMERSON,PLS 2005 5 December , Drawing No.: 05-1137 Sheet
CERTIFICATE No.33123 �$
RECEIVED
DEC 10 ZU10
December 10,2010 MASON CO. PLANNING DEPT.
Department of Community Development
P. O. Box 186 TO BE K L r It IN THE
Shelton, WA 98584 PARCEL FILE
Dear Ms. Barbara Adkins
We request that permits COM2002-00088 (Building A) and COM2002-00072 (Building
B)be extended for one year.
We have completed one of the originally permitted buildings, Building C and are running
our kayak business on the ground floor with a vacation rental unit on the upper floor. We
are marketing the unit to kayakers as a kayak vacation rental and off season to other
vacationers. So far we have had food response due to the waterfront location. We have
tremendous support feedback from the community indicating the need for a hotel.
We have done a great amount of site preparation(clearing, grubbing and grading) we
have installed many lineal feet of footings and the footing drains and some stem walls.
We have installed the foundation and slab for the lobby portion of Building A. We have
installed the necessary sewer grinder pump sized sufficient to service the three building
complex. We have done all of this using our own money. In all we have spent in excess
of$1 million.
We have as requested had an engineer provide us with the requirements on the "cold
Joint"required on the Building B stem wall as required by the last inspection.
In answer to the question raised at that 8/30/2010 inspection"Do you have a plan---" We
will provide for the drain for the drinking fountain in the lobby of Building A by drilling
through the slab we have installed and install the rough in drain and water supply
plumbing. Our plumber has indicated that this is a feasible plan.
We have been unable to finance for the complete construction of the two other kayak
hotel buildings. We are continuing to attempt to finance,by attracting a private investor,
or bring in a part ownership investor who has the financial ability to complete this project
as a hotel as it is presently permitted. This extension would allow us a year to make
reasonable use of this property. We have engaged an agency,Bluestone& Hockley,to
assist us with this effort.
Bonnie and I have worked hard to complete this project as planned and permitted but
some things are beyond our control. Due to the economic conditions in the country we,
as many others, have been unable to get a bank loan to complete construction. We are
serious about finishing the project and will continue to move forward if our permits are
extended.
This is an important project for Allyn and the greater Mason County community and we
hope you will allow us more time to complete it.
Ric A. glzt'�....
Bonnie J.
Page 1 of 2
Debbora Coker- Mason County building permits, COM2002-00088 (bldg B) & COM2002-00072 (bldg A)
II i
From: Debbera Coker VC,rnel L ��� ' • ��Q�
To: bknighthome@aol.com
Date: 5/1/2014 11:31 AM
Subject: Mason County building permits, COM2002-00088 (bldg B) & COM2002-00072 (bldg A)
CC: Adkins, Barbara; Waters, Larry
Hello Mr. Knight,
Earlier this week I received a telephone call from an appraiser inquiring about the status of the building permit to construct
building B. As a result I pulled the records and found that the last inspection was performed on May 1, 2013 and that there has
been no activity since that date. In accordance with condition #27 and the signed agreement of the permit, building code section
105.5, and Mason County Code 14.08.040 the building permit is expired, see code sections pasted below. When permit
suspension or abandonment has not exceeded 1-year Mason County Code specifies that one-half of the permit fee shall be
required to reactivate the permit. Today marks one year from the last inspection. In order to keep the permit active our office
will allow the permit to be reactivated by paying the required fee no later than May 30, 2014. In the past our department has
allowed payment of fees up to 30-days beyond the one-year date. The fee due to reactivate the permit is$2277.13 (original
permit fee 4554.25 x 50%= $2277.13).
In addition the permit for building A, permit number COM2002-00072 has not had activity since June 19, 2013, when a progress
inspection was performed and approved by inspector Terry Ryan. Since no activity has taken place for 180 days or more the
permit has expired due to inactivity and will need to be reactivated by June 19, 2014. The amount due to reactivate the permit is
$3591.88 (original permit fee$7183.75 x 50%=$3591.88).
No inspections will take place until fees are paid. This message is cc'd to our Director Barbara Adkins and inspector Larry
Waters for their reference.
We look forward to reactivating the permit and performing future inspections not more than 180 days apart so that the reactivated
permits do not expire. If you have questions please let Mrs. Adkins, Larry Waters, or me know.
MASON COUNTY CODE 14.08.040
14.08.040 IBC Section 105.5 and IRC Section R105.5, Expiration.
If the permit expires without extensions granted or progress inspections performed, before such work can be recommenced, a
permit shall be first obtained to do so, and the fee therefor shall be one-half the amount required for a new permit for such work,
provided no changes have been made or will be made in the original plans and specifications for such work, and provided further
that such suspension or abandonment has not exceeded one year. In order to renew action on an expired permit exceeding one
year, the building official has authority to require a new permit be submitted for the completion of the structure with fees assessed
for a new permit or charge a rate equivalent to the total hourly cost to the jurisdiction which shall include supervision, overhead,
equipment, hourly wages and fringe benefits of the staff involved to renew or reinstate the permit.
2012 INTERNATIONAL BUILDING CODE, EXPIRED PERMITS
[A] 105.5 Expiration. Every permit issued shall become invalid unless the work on the site authorized by such permit is
commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned
for a period of 180 days after the time the work is commenced. The building official is authorized to grant, in writing, one or more
extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause
demonstrated.
oe66era Coker
file://C:\Documents and Settings\Dlc\Local Settings\Temp\XPgrpwise\53623093Masonmai1100170357012... 5/1/2014
FORM MUST BE COMPLETED IN INK PERMIT NO.:
4gwp—
PLEASE PRESS HARD MASON COUNTY
( �,� BUILDING PERIIIIIT APP ION
426 W.Cedar/P.O.Box 186,Sh WA 98584
Shelton 360 427-9670 Belfair(360)275.4461
a 360 482-5269 Seattle 206 64-6968
APPLICANT INF MA 1 CONTRACTOR INFORMATION
Owner Contractor Name_-�"�3 fT
Mailin Address Mailing Address
City 14%,IMMU State i, L Zip Code City State Zip Code
Phone(, 0 Other Ph.(_� Ph.( Other Ph.(__�
Lien/Title Holder Contractor Reg. #
Address Expiration
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TIC/WATER SYSTEM INFORMATION-Cpnnect to New Septic Existing Septic Conne t to Sewer
m Name of Sewer SystemjS.u.�fj� Well Water System Name of
r yS stem
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 sitehA�
Will timber be cut and sold in parcel preparation? (Yes/No) tjo
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
No. of Bedrooms No. of Bathrooms(,SQUARE FOOTAGE-1st Floor nd Floor
3rd Floor Loft Basement Deck Other sq. ft.
IL Garage Attached Detached Carport Attached Detached
I
I
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.
i
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-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 1 Date le- a y X Date
� R�QFFI 1AL US!EgC O DD THIS POIN
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Accepted by (Dat bmittal AothTf Due
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Occ Group Type Constr. 1 61 R
Planning Department WE CE
Environmental Health Department
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Public Works Department
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Fire Marshal
Valuation
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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 w�i §, ' �g TOTAL FEES
4;Qj1FORM MUST BE COMPLETED IN INK PERMIT NO,:
PLEASE PRESS HARD MASON COUNTMW
Y
ul BUILDING PERMIT APP ION Z-
426 W.Cedar/P.O.Box 186,Sh WA 98584 �
Shelton 360 427-9670 Belfair 360 276-4467 a 360 482-6269 Seattle 2 �/
06 464-6968 2� �Z 07
APPLICANT INF MA I N CONTRACTOR INFORMATION
Owner Contractor Name_ j
Mailin Address Mailing Address
City 0 State� Zip Code City State Zip Code
S Phone( '� 0 Other Ph.( Ph.( Other Ph.(
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,S.u.�(�! Well Water System
Name of
Water ystem
PARCEL INFORMATION-12 digit Tax Parcel No. Fire District
Legal Description
15
Site Address(Please i clude street ame, street number and city) All
Directions to site
Will timber be cut and sold in parcel preparation? (Yes/No) 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❑ SEASONAL RESIDENCE Q
TYPE OF JOB Ne Add Alt Repair Other Use of Building
Describe Work
No. of Bedrooms No. of Bathrooms_:V,.� SQUARE FOOTA7GE-1st Floor nd Floor
3rd Floor Loft Basement Deck Other
Garage Attached Detached Carport Attached Detached s4 ft.
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 approval. first obtaining approval. without
X .� Date s 3 Z X
tl Date
rp
G� MFFI IAL USE �� ObNDDTHIS POIN
Accepted by Dat bmittal AmothYfDue
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Occ Group T12e Constr. R
Planning Department
Environmental Health Department
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Public Works Department
Fire Marshal
Valuation
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 ( )
.: TOTAL FEES
I
FORM MUST BE COMPLETED IN INK PER IT NO.:
PLEASE PRESS HARD MASON COUNTY �Nna. G
BUILDING PERMIT APP ION
426 W. d
x 186,Sh WA 98684 /�
Shelton 360 427-9670 Belfair 360 275-4467 a 360 482-5269 Seattle 206 464-6968 f.� 3M �6 1
APPLICANT INF MA I N CONTRACTOR INFORMATION
Owner Contractor Name
Mailin Address Mailing Address
City 0 State filer Zip Code City State Zip Code
Phone(-YV4Xw) §UVaV1 Other Ph.(_ Ph.( Other Ph.(
Lien/Title Holder Contractor Reg. #
Address Expiration
SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer
System Name of Sewer System�•u. Well Water System Name of
Water yS stem
PARCEL INFORMATION-12 digit Tax Parcel No. / / Fire District_
Legal Description
Site Address(Please i clude street name, 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 0 SEASONAL RESIDENCE 0
TYPE OF JOB Ne Add Alt Repair Other Use of Building
Describe Work
No. of Bedrooms No, of Bathroom"i
_V,e SQUARE FOOTAGE-1st Floor nd 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.
X G Date X pate
FOR OFFI IAL USE BEYOND THIS POIN
Accepted by DW ) Z) bmittal Amount Due
IR1R?MfVT. ...RV� U1( . APPROVED ptNllwA:>:
Building Department
Occ Group--- Type Constr. 6 2 R
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
Valuation $ _1 14/ FEEODD
fi��. ersJ `r ,> `y g`r 'FIIL3� s : r.I" X�s
sas+ .' 2'tw..,
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 ( )
s TOTAL FEES
£,�,�,.�,?` �rt _ ry6�j
FORM MUST BE COMPLETED IN INK PERMIT NO.:
PLEASE PRESS HARD MASON COUNTY
1l t _ BUILDING 'PERMZi
APP ION
426 W.Cedar/P.O.Box 1 ,WA 98584
Shelton 360 427-9670 Belfair 360 275.4467 360 482-5269 Seattle 206 464-6968 zz �Z
APPLICANT IN F MA I N CONTRACTOR INFORMATION
Owner Contractor Name_ ' _
Mailin Address Mailing Address
City 0 State !fir Zip Code City State Zip Code
Phone(��j Other Ph.(_� Ph.(_ Other Ph.c
Lien/Title Holder Contractor Reg. #
Address Expiration
.SEPTIC/WATER SYSTEM INFORMATION-Cpnnect to New Septic Existing Septic Con ne t to Sewer
System�Name of Sewer System,,XL �! Well Water System Name of
Water yS stem
PARCEL INFORMATION-12 digit Tax Parcel No. / / Fire District
Legal Description
Site Address(Please i elude street ame, street number and city)
Directions to site OIL Y
Will timber be cut and sold in parcel preparation? (Yes/No)
Is your property within 200' of the following: Body of Water (Name) er
Saltwat
Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes at
Bluffsor
PERMANENT RESIDENCE❑ SEASONAL RESIDENCE❑
TYPE OF JOB Ne Add Alt Repair Other Use of Building
Describe Work
No. of Bedrooms No. of Bathrooms_afG SQUARE FOOTAGE-1st Floor nd Floor
3rd Floor Loft Basement Deck Other
Garage Attached Detached Carport Attached Detached sq. ft.
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 16.27 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 pe
rmit is
conformanceissued a P and all therewith. work
No changes
s shall g be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. first obtaining approval.
X e. Date 3 Z X
Date
� R�QFFI IAL USE y C110aNDD THIS POIN
Accepted by Dat 1 G bmittaall Amot (Due �jnj
Building Department
Occ Group Type Constr.
Planning Department EMT i SGISTANGE CID
Environmental Health Department
Public Works Department
Fire Marshal
Z /� a
Valuation $-1
�d <x
59
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 ( )
x
x :: TOTAL FEES
FORM MUST BE COMPLETED IN INK PERMIT NO.:
PLEASE PRESS HARD MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair 360 275- 467 Elma 360 82-6269 Seattle 206 64-6968
rPh
LICANT NF ATIO CONTRACTOR INFORMATION
er Contractor Naive
i A r Mailing Address
St a Zip Code City State Zip Code
n Ph.( Other Ph.(
Lien/Title Holder Contractor Reg.#
Address Expiration
SEPTIC INFORMATION-C nnect to New Septic Existing Septic Connect to Sewer System Name of
Sewer System
PARCEL INFORMATION-12 digit Tax Parcej No. Fire 'strict
Legal Description
Ske Address(Please incl de street
na ,s rest number a ity)
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
TYPE OF JOB New Add .Alt Repair Other Use of Building
Location of Fixtures/Units 1 st Floor 2nd Floor Basement Garage Closet
PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric
Type of Fixture No.of Fixtures E@S;: LPG Natural Gas Heatpump
Toilets J,G • Type.of Unit No.of Units Fees
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers Spot Vent Fan
Water Heater Propane Tank
Clothes Washer I Gas Outlets
Kitchen Sinks W00406a Pellet Stove
Dishwasher c n Exhaust Hood
Hosebibs 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-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
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by Date Submittal Amount Due Receipt No.
;<:>::«::::<::::::>::<<:: :<At�'�t0 t�...... I�ii :::::::>::>::>:<:»::::>:<::::<<:::::::>:<>:::>:::>::<:<::>:':::>::>.•
Building Department
Occ Group Tvve Constr.
Planning Department
Other
Other
........................................................
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Permit Fee Site Inspection
Plan Review Fee UFC Plan Review Fee
Plumbing&Base Fee Other
Mechanical&Base Fee Other
Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal
Violation Fee TOTAL FEES
FORM MUST BE COMPLETED IN INK PERMIT NO.:
PLEASE PRESS HARD .MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427.9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968
APPLICANT NF AT10 CONTRACTOR INFORMATION
Owner Contractor Name
Mailirp Ad r Mailing Address —�
City St a Zip Code City State Zip Code
Phone( 'G) Other Ph.L� Other Ph.(
Lien/Title Holder Contractor Reg.#
Address Expiration— ,
SEPTIC INFORMATION-C nnect to New Septic Existing Septic Connect to Sewer System Name of
Sewer System
PARCEL INFORMATION-12 digit Tax Parcel No. _J Fire 'strict
Legal Description 72W A]
Site Address(Please incl de strq9t na ,s rest number and fw
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
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 Eggs LPG Natural Gas Heatpump
Toilets ��i . Ty of Unit No.of Units Em
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers ASpot Vent Fan
Water Heater Propane Tank —�—
Clothes Washer 1 Gas Outlets
Kitchen Sinks Wo a Pellet Stove
Dishwasher Kitch n Exhaust Hood
Hosebibs 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-1 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.
?• ..
Building Department
Occ Group Type Constr.
Planning Department
Other
i
Other
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Permit Fee Site Inspection
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Plumbing&Base Fee Other
Mechanical&Base Fee Other
Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( )
Violation Fee TOTAL FEES
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INS
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MASON COUNTY
DEPARTMENT OF HEALTH SERVICES 1
July 10, 2002 PO BOX 1666 SHELTON, WA 98584
SHELTON (360)427-9670
FAX (360)427-7798
ELMA (360)482-5269
MYONG LEE BELFAIR (360) 275-4467
7201 NE 152ND PL SEATTLE (206)464-6968
KENMORE WA 98028
Case No.:COM2002-00088 Parcel No.:122205005001
Dear Applicant:
Your building permit cannot be approved by Mason County Environmental Health until
the following are completed and turned in:
Please see comments at the end of this letter.
Please call me at(360)427-9670, ext. 352 if you have any questions.
Sincerely,
Environmental Health
Mason County Health Services
Comments: You will need an approved water source and an approval from from
Gary Yando with the North Bay Sewer.
7/10/2002 1 of 1 COM2002-00088
P�2vu--V2I.& j
MASON COUNTY BUILDING DEPARTMENT
. 1997 WASHINGTON STATE ENERGY CODE
AND
VENTELATION AND INDOOR AIR QUALITY CODE
OWNER 11 Q4 L= TELEPHONE lt54 L4 Lt5: 41,11
OWNERSMAILINGADDRESS �
COMPLIANCE INFORMATION
TYPE OF PROJECT: ()NEW RESIDENCE()ADDITION ()REMODELXOTHER
AREA(SQ.FT.) 1ST FLOOR D' &D 2ND FLOOR HEATED BASEMENT
Note: Heated basements must be uisulated and finished to meet minimum energy code requirements.
TOTAL SQUARE FOOTAGE OF CONDITIONED (HEATED) AREA
COMPLIANCE METHOD:
O PRESCRIPTIVE PATH --circle option -- 1 II IV V VI VII VIII
Glazing percentage_I t.!jt7 (total glazing area divided by total conditioned area)
() COMPONENT PERFORMANCE — Chapter 5 — attach documentation and worksheets
O SYSTEMS ANALYSIS -- WATTSUN 5.2 — attach documentation and worksheets
HEATING SYSTEM:
ELECTRIC RESISTANCE
() Electric Central Furnace () Electric Wall Heaters () Baseboard Units
O Radiant Panels O Other
OTHER FUELS
O Heat Pump with electric furnace O LPG Furnace O Nat. Gas furnace O Oil Furnace
O Other Boiler System(indicate type)fijr tZ
Make Model
Size AFUE HSPF
VENTILATION SYSTEM:
O Spot and Whole House O Central Ducted System Integrated with Furnace
?eRteat Recovery System (air to air heat exchanger — recovery heat pump)
GENERAL NOTES:
Your building plans should indicate certain compliance measures: framing to be used (standard,
intermediate, advanced); type of vapor barriers being used; location of furnaces, hot water tanks and
other equipment; location of solid fuel burning appliances, fireplaces and their combustion air dud runs;
and termination points of exhaust ventilation fans.
�� &t �°
WINDOW AND DOOR SCHEDULE - BUILDING A
WINDOWS
INCLUDE ALL WINDOWS,SKYLIGHTS,SLIDING GLASS DOORS,FRENCH DOORS
AND STORE DOORS. ANY WINDOWS IN DOORS(LESS THAN 50%OF AREA MUST
BE TAKEN OUT OF THE DOOR AREA AND PUT INTO THE WINDOW AREA ON THE
SCHEDULE.
BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ.FT.
TBD A 0.75 30 48.60 1,458.00
TBD B 0.75 24 11.11 266.64
TBD C 0.75 5 38.00 190.00
TBD D 0.75 4 25.55 102.20
TBD E 0.75 0 30.83 0.00
TBD F 0.75 1 52.50 52.50
TBD G 0.75 2 62.83 125.66
TBD H 0.75 0 88.66 0.00
TBD J 0.75 3 82.50 247.50
TBD DOOR 1 0.75 5 11.18 55.90
TOTAL WINDOW AREA: 2,498.40
DOORS
i
BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ.FT.
TBD DOOR 1 0.40 5 14.38 71.88
TBD DOOR 2 0.40 4 25.56 102.23
TBD DOOR 3 0.40 2 48.56 97.11
TOTAL WINDOW AREA: 271.22 :J
\\gglow2kl\cadd\Project\2001054.10\5-dwg\lib\glazing sched for permit.doc
Ref energy 6-21-02.xis
is
�Ut�t/J«9c� t
MASON COUNTY BUILDING DEPARTMENT
. 1997 WASHINGTON STATE ENERGY CODE
AND
VENTILATION AND INDOOR AIR QUALITY CODE
OWNER ' Y'D*41 I-M TELEPHONE
OWNERSMAILINGADDRESSA& (9
COMPLIANCE INFORMATION
TYPE OF PROJECT: ()NEW RESIDENCE()ADDMON O REMODEL OTHER
AREA(SQ.FT.) 1ST FLOOR 2ND FLOOR HEATED BASEMENT
Note: Heated basements must be Tinsulated and finished aminimum energy code requirements.
TOTAL SQUARE FOOTAGE OF CONDITIONED (HEATED) AREA —6,l'L�
COMPLIANCE MEMOD:
O PRESCRIPTIVE PATH -- circle option — I II 6) IV V VI VII VIII
Glazing percentage_���� (total glazing area divided by total conditioned area)
() COMPONENT PERFORMANCE — Chapter 5 — attach documentation and.worksheets
() SYSTEMS ANALYSIS — WATTSUN 5.2 — attach documentation and worksheets
HEATING SYSTEM:
ELECTRIC RESISTANCE f
() Electric Central Furnace () Electric Wall Heaters () Baseboard Units
O Radiant Panels O Other
OTHER FUELS
() Heat Pump with electric-furnace () LPG Furnace () Nat. Gas furnace () Oil Furnace
()Other "'oiler System(indicate type)fi��
Make ` Model
Size AFUE HSPF
VENTILATION SYSTEM:
i
( ) of and Whole House () Central Ducted System Integrated with Furnace
Heat Recovery System (air to air heat exchanger — hea recovery heat pump)
GENERAL NOTES:
Your building plans should indicate certain compliance measures: framing to be used (standard,
intermediate, advanced); type of vapor barriers being used; location of furnaces, hot water tanks and
other equipment; location of solid fuel bunting appliances, fireplaces and their combustion air dud runs;
and termination points of aust ventilation fans.
i
WINDOW AND DOOR SCHEDULE - BUILDING B
WINDOWS
INCLUDE ALL WINDOWS,SKYLIGHTS,SLIDING GLASS DOORS,FRENCH DOORS
AND STORE DOORS. ANY WINDOWS IN DOORS(LESS THAN 50%OF AREA_MUST
BE TAKEN OUT OF THE DOOR AREA AND PUT INTO THE WINDOW AREA ON THE
SCHEDULE.
BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ.FT.
TBD A 0.75 22 48.60 1,069.20
TBD B 0.75 15 11.11 166.65
TBD C 0.75 7 38.00 266.00
TBD D 0.75 1 25.55 25.55
TBD E 0.75 0 30.83 0.00
TBD F 0.75 0 52.50 0.00
TBD G 0.75 0 62.83 0.00
TBD H 0.75 0 88.66 0.00
TBD 1 0.75 0 82.50 0.00
TBD DOOR 1 0.75 2 11.18 22.36
TOTAL WINDOW AREA: 1,549.76
DOORS
BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ.FT.
TBD DOOR 1 0.40 2 14.38 28.75
TBD DOOR 2 0.40 3 25.56 76.67
TBD DOOR 3 0.40 0 48.56 0.00
TOTAL WINDOW AREA: 105.42
I
I'
\\gglow2kl\cadd\Project\2001054.10\5-dwg\lib\glazing sched for permit.doc
Ref energy 6-21-02.xls
I".
r.
li
MASON COUNTY BUELDING DEPARTMENT
. 1997 WASHINGTON STATE ENERGY CODE
AND
VENTILATION AND INDOOR AIR QUALITY CODE
OWNER � � TELEPHONE 2ue
OWNERSMAILINGADDRESS 1ay2,w t Wk
COMPLIANCE INFORMATION
TYPE OF PROJECT: ()NEW RESIDENCE()ADDITION ()REMODEL A I
OTHER
j(Pff4!!f
AREA(sgm) 1ST FLOOR 2ND FLOOR 'qDef HEATED BASEMENT
Note: Heated basements must be insulated and finished to me minimum energy code requirements.
TOTAL SQUARE FOOTAGE OF CONDITIONED (HEATED) AREA
COMPLIANCE METHOD:
O PRESCRIPTIVE PATH --circle o do — I II Tit IV V VI VII VIII
Glazing percentage • (to glazing area divided by total conditioned area)
() COMPONENT PERFORM NCE — Chapter 5 — attach documentation and worksheets
O SYSTEMS ANALYSIS -- WATTSUN 5.2 — attach documentation and worksheets
HEATING SYSTEM:
ELECTRIC RESISTANCE
() Electric Central Furnace () Electric Wall Heaters () Baseboard Units
O Radiant Panels O Other
OTHER FUELS
() Heat Pump with electric furnace () LPG Furnace () Nat. Gas furnace () Oil Furnace
()Other Boiler System(indicate type) fi
Make Model
Size AFUE HSPF
VENTILATION SYSTEM:
} Spot and Whole House () Central Ducted System Integrated with Furnace
Heat Recovery System (air to air heat exchanger — recovery heat pump)
GENERAL NOTES:
Your building plans should indicate certain compliance measures: framing to be used (standard,
intermediate, advanced); type of vapor barriers being used; location of furnaces, hot water twks and
other equipment; location of solid fuel burning appliances, fireplaces and their combustion air duct runs;
and termination points of exhaust ventilation fans.
WINDOW AND DOOR SCHEDULE - BUILDING C
WINDOWS
INCLUDE ALL WINDOWS,SKYLIGHTS,SLIDING GLASS DOORS,FRENCH DOORS
AND STORE DOORS. ANY WINDOWS IN DOORS(LESS THAN 50%OF AREA_MUST
BE TAKEN OUT OF THE DOOR AREA AND PUT INTO THE WINDOW AREA ON THE
SCHEDULE.
BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ.FT.
TBD A 0.75 0 48.60 0.00
TBD B 0.75 6 11.11 66.66
TBD C 0.75 0 38.00 0.00
TBD D 0.75 0 25.55 0.00
TBD E 0.75 2 30.83 61.66
TBD F 0.75 0 52.50 0.00
TBD G 0.75 0 62.83 0.00
TBD H 0.75 1 88.66 88.66
TBD J 0.75 0 82.50 0.00
TBD DOOR 1 0.75 0 11.18 0.00
TOTAL WINDOW AREA: 216.98
i
DOORS
i
BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ.FT.
TBD DOOR 1 0.40 0 14.38 0.00
TBD DOOR 2 0.40 1 25.56 25.56
TBD DOOR 3 0.40 0 48.56 0.00
i
3
F
i
TOTAL WINDOW AREA: 25.56
\\gglow2kl\cadd\Project\2001054.10\5-dwg\lib\glazing sched for permit.doc
Ref energy 6-21-02.xls
WASHINGTON STATE ENERGY CODE
TABLE 6-2
PRESCRIPTIVE REQUIREMENTS1** FOR GROUP R OCCUPANCY
CLIMATE ZONE 1 • HEATING BY OTHER FUELS
HVAC9 GZloor
ing U-Factor Door 10 Vaulted Wall Wall* Wall. Slab'
Option Equip. A U-Factor Ceiling2 Ceiling3 Above into ext4 Floors on
Effic. al Overhead Grade Below Below Grade
z
Grade Grade
I. Med. . 0.68 0.40 R-30 R-30 R-15 R-15 R-10 R-19 R-10
II. Med. 12% 0.65 0.68 0.40 R-30 R-30 R-15 R-15 R-10 R-19 R-10
_- M. High 21% 0.75 0.68 0.40 R-30 R-30 R-19 R-19 R-10 R-19 R-10
IV.* Med. 21% 0.65 0.68 0.40 R-30 R-30 R-19 R-19 R-10 R-19 R-10
V. Low 21% 0.60 0.68 0.40 R-30 R-30 R-19 R-19 R-10 R-19 R-10
VI.' Med. 25% 0.451 0.68 0.40 R-38 R-30 R-19 R-19 R-10 R-25 R-10
,m.7 Med. 30% 0.40' 0.68 0.40 R-30 R-30 R-19 R-19 R-10 R-25 R-10
VIII. Med. unlimited 0.25 0.40 0.40 R-30 R-30 R-19 R-19 R-10 7-25 R40
Reference Case
** Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1.
1. Minimum requirements for each option listed. For example,if a proposed design has a glazing ratio to the conditioned
floor area of 19%,it shall comply with all of the requirements of the 21%glazing option(or higher). Proposed designs
which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this
Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv'denotes Advanced Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the interior to the same level I
as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for
its intended use,and installed according to the manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use,and installed !
according to manufacturer's specifications. See Section 602.4.
7. The following options shall be applicable to buildings less than three stories: 0.50 maximum for glazing areas of 25%or
less;0.45 maximum for glazing areas of 30%or less.
8. Reserved.
9. Minimum HVAC equipment efficiency requirement. 'Low'denotes an AFUE of 0.74. 'Med.'denotes an AFUE of 0.78.
'High'denotes an AFUE of 0.88. Minimum HVAC equipment efficiency requirement for heat pumps.'Low'denotes an f
HSPF of 6.35.'Med:denotes an HSPF of 6.8.'High'an HSPF of 7.7.Water and ground source heat pumps shall be t
considered as medium efficiency and have a minimum COP as required in Table 5-7.
10. Doors,including all fire doors,shall be assigned default U-factors from Table 10-6C.
11. Where a maximum glazing area is listed,the total glazing area(combined vertical plus overhead)as a percent of gross
conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not
included in glazing area limitations.
12. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5.
r
38 7/01/01
MASON COUNTY
DEPARTMENT OF HEALTH SERVICES
Znvironmental Health
Personal Health
PO BOX 1666 SHELTON,WA 98594
LOCAL(360)427-9670
BELFAIR 360)275-4467&4468
Application for Determination of Adequacy
Instructions
........................ ad......................... .................
...........
............ ............
.... ............
..... ................
PART 1: Applicant/Parcel Identification
Name of Applicant 15 ne? -P 010 Date tlllO
Mailing Address 0 #F, i A TelephoneC�� �3�-Z �4z
10494224-d-P— 1-1 A 9202 9-
Assessor's Parcel Number
Type of Water System(Check One): Reason forApplicadon (Check One):
Public/Community Water System(2 or more Building permit
connections) ❑ Land use application,if so..
13 Individual water source(one connection),if so.. 13 Division of land
13 Well #of Parcels?
13 Spring/surface water SPH9 -
11 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 P(3 kt- 6 -f A—ft w ja
Water Facility Inventory(VvTl)Number:
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 as approved for services. There are
presently I Q connections in use. This will be - connection. ater system is able and
'n
willing to
Fro-vi water to this(these)connections wi o t exc eding the limits of the water system or any
limits set by state and local regulation.
Signature of Water System Manager —Date—/
IV
H I WDA TA L4RCMM WA TMD3.WP Update:Much 22,IM
W - 7
Structural Calculations of
Lee - Allyn Hotel
E. 18350 Hwy
Allyn, WA 98524
Architect:
GGLO LLC
.f
Pre ared or
P
Mason County Building Department
0
Prepared by
Joehnk Engineering, Inc.
16770 NE 79th St, Suite 205
Redmond, WA 98052
JEI Project No. 208
June 24, 2002
Lee Allyn Hotel
JEI Project No. 208
Bldg. Dept. Submittal 6-25-02
Structural Calculation Index Sheet
Section Pages
Design Criteria DI -D3
Gravity Design GI - G8
Lateral Load Analysis L 1 - L 13
F
i
Number
)oehnk Engineering, Inc. EResIgned
Name: Lee Allyn Hotel
16770 NE 79th St.,Suite 205,NE,Redmond,WA 98052 by JJ jDate 6/19/02
EL: 425)861-7680 FAX: (425)861-SM ked by I Date
TRUCTURAL DESIGN
1. PROJECT DESCRIPTION
2-2 story wood buildings in Allyn,WA at the address of E. 18350 Hwy.
The projects feature wood construction utilizing gangnail roof trusses and TJI floor framing.
Foundations are shallow spread and continuous footings with crawl space.
2. REFERENCES
1997 UBC as adopted and amended by Mason County,WA
Simpson Connector Catalog
3. ARCHITECT
Kofranek Architects
4. DESIGN LOADS
LIVE LOADS:
Roof Live Load 25 PSF
Roof Snow Drifting Load Per Uniform Building Code
Corridor 100 PSF
Residential 40 PSF
SOIL BEARING:
Allowable Soil Bearing Capacity: 2000 PSF
LATERAL SOIL PRESSURE:
Retaining Walls 40 PCF unrestrained assumed
45 PCF restrained assumed
LATERAL LOADS:
Wind Method 2,Exposure C,
Basic Wind Speed= 80 MPH
Exposure= C
p=Ce Cq qs Iw= (See Below) PSF Equation(20-1)
where lw= 1.00 Table 16-K
qs= 16.4 PSF Table 16-F
Cq= 1.4 Structures 40 or less Table 16-H
Ce(Table 16-G) p(Equation 20-1)
(to 15')= 1.06 24.3
(to 2U)= 1.13 25.9
(to 25')= 1.19 27.3
(to 30')= 1.23 28.2
(to 40')= 1.31 30.1
(to 60')= 1.43 32.8
(to 80')= 1.53 35.1
(to 100')= 1.61 37.0
(to 120')= 1.67 38.3
(to 160')= 1.79 41.1
(to 200')= 1.87 42.9
(to 300')= 2.05 47.1
(to 400')= 2.19 50.3
Seismic Z=0.30(Table 16-I)
Sd(Table 16-3-Soil Profile Types)
I=1.0(Table 16-K:4.)
Ct=0.020(Method A-Sec.1630.2.2 for all other buildings)
R=5.5(Table No.16-N:1.1.a)
Job Number 2D8 18heet
]oehnk Engineering, Inc. proj.Name: L�Allyn Hotel
r.: (426)
79th St.,Suite 205,NE,Redmond,WA 98052 Desi ned b JJ Date 6/19/02
861-7680 FAX: 42 861-8350 Checked e
pical Floor Framing-
1-1/2"LTWT Topping 12.5 PSF
34'Plywood 2.3 PSF
11-7/8"TJI/25 DF @ 16"o.c. 1.8 PSF
2-5/8"Gyp Bd Clg Type X over 1/2"RC Ch; 5.6 PSF
Sprinkler System 2.0 PSF
Misc.-Carpet&Pad or Vinyl&Elec.&Pluml 2.5 PSF
26.7 PSF USE 27 PSF
Typical Roof Framing
Built-up Roof 6.5 PSF
5/8"Plywood (6:12)x 1.12 2.0 PSF
Trusses @ 24"o.c. 4.0 PSF
5/8"Gyp Bd Clg Type X 2.8 PSF
Misc.-Insul and Mach 2.0 PSF
Sprinkler 2.0 PSF
19.3 PSF USE 20 PSF
I
For Seismic Design
Roof: Use 20 PSF+10 PSF/2 to account for wall 25.0 PSF
Floors: Use 27 PSF+15 PSF walls+5 PSF dead 1 47.0 PSF
0.0 PSF
0.0 PSF
0 PSF
all Self Welahts
I Exterior 2x6 Wall based on 9'stud heights
Siding 2.0 PSF
15W'Plywood 1.5 PSF
2x6 studs at 16' 1.7 PSF
3-2x6 plates(3*2.2 pif/16) 0.4 PSF
2-&W Gyp Bd Cig Type X 5.6 PSF
Misc.-Insul and Mach 1.0 PSF
12.2 PSF x 9'Height/l l'Trit USE 10 PSF
1/2 Interior 2x4 Party Wall w/added 7/16'rated sheathing based on 9 stud heights OR 110 PLF
15/32"Plywood 1.5 PSF
2x4 studs at 8"stagger 1.1 PSF
3-2x4 plates(3.1.4 pif/16) 0.3 PSF
2-50 Gyp Bd Clg Type X 5.6 PSF
Misc.-Insul and Mech 1.0 PSF
9.5 PSF x 9'Height/11'Trit USE 8 PSF
OR 85 PLF
Live Loads
Roof Snow Load 25.0 PSF
Residential 40.0 PSF
Meeting,Retail,Corridor and Stairs 100.0 PSF
4
f
1
E
D3
ob Number 208 ISheet
loehnk Engineering, Inc. [Proj.Name: Lee AI Hotel
16770 NE 79th St.,Suite 205,NE,Redmond,WA 98052 esi ned b JJ Date 6/19/02
L: 425)861-7680 FAX: 425)861-8350 hecked by I Date
5. MATERIALS
Plywood or Structural-Use-Panels:
Roof Sheathing: 5/8"32/16 APA Rated Sheathing
Building Floor Shee,23/37 APA-RATED STURD-I-FLOOR 48/24 EXP 1 glued and nailed
SAWN LUMBER REQUIREMENTS:
THICKNESS/ Fb
USE WIDTH SPECIES GRADE SINGLE/REP Fc F'c
Light Framing 2x4 Hem-Fir Utility or Better - -
or Doug-Fir
Studs 2x4 Hem-Fir Stud Grade 675/776 800 or Doug-Fir
Studs 2x6 Hem-Fir Stud Grade 675/776 800 or Doug-Fir
Joists 2x8,2x10 Hem-Fir No.2 or Better 850/978 1250
2x12 Hem-Fir No. 1 950/1093 - -
Beams 4x Hem-Fir No.2 850 -or Doug-Fir
6x Doug-Fir No.1 1350 -
Posts 4x Hem-Fir No.2 or Better 850 1250 -
6x6 Hem-Fir No.2 525 375 or Doug-Fir
6x8 or larger Doug-Fir No.1 1200 1000 -
Plates 2x Hem-Fir Std.or Better - - 405
or Doug-Fir
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CHECKED BY L DATE
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EM JOEHNK ENGINEERING, INC. PROJECT NAME o W
Structural Engineering Design Service PAGE NO. OF
9513 218th Ave NE MADE BY ;/+ - DATE
Redmond,WA 98053 Phone:425.836.4377 CHECKED BY DATE
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Joehnk Engineering, Inc. Pro.Name: :", Hotel
6770 NE79th St.,Suite 205,NE,Redmond,WA Des' ned b <; ; Date : : OZ
EL: (425)861-7680 FAX: 425)861-8350 Checked b ate
benclina
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1 ;.`•.;;tom:; a I-1 Floor&Roof of(Z wn a Floor Trib and 16'vide Roof Trlb)w/40 PSF LL+2 L- oof)l
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#3
#4
#5 li 3Nalt 1-1 Floor&Roof of(7'wide Floor Trib and 7wtde Roof Trib)w/40 PSF LL+27 PSF DL(45 TL-Roof)
#6 `'Nall 1-2 Floor&Roof of(T wide Floor Trib and 2 wide Roof Trib)w/40 PSF LL+25 PSF DL(40 TL-Roof)
#7
#8
#9
#10
TM Sections
#1 #2 #3 #4 #5 1 #6 #7 1 #8 #9 #10
Post Load P1
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ateral Wall load w 2... : ........................................::.........._..... .....
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[in.21 8.25 5.25 5.25
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e/d 19.64 30.86 30.86.
FEE Itce*'E`/ le/d 933.61 378.09 378:09
F�*=F.'Co 800.00 840.00 840.00
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c[psi] 136.41 89.04 137.04
c/F'c 0.53 0.35 0.53
oment ft-lbs 374.33 67.33 67.33
[psi] 593.99 263.83 283.83
F'b=Fb CD 1032.41 987.53 987.53
/F'b 1 f./Fc 0.67 0.35 0.42
f F +fb/F'b 1-(TOIFCA 0.95 0.47 0.70
Govemin Unity Check Value 0.95 0.47 0.70
merits:
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Template File: Z:\struct08\ss\STLJD.xlt version 7/01/2000
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PROJECT NO.
JOEHNK ENGINEERING, INC. PROJECT NAME
Structural Engineering Design Service PAGE NO. _ OF
MADE BY DATE
9513 218th Ave NE CHECKED BY DATE
Redmond,WA 98053 Phone:425.836.4377
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Job Number 208 734=1�
Joehnk Engineering, Inc. Pro'.Name: Lee Allyn Hotel
16770 NE 79th St.,Suite 205,NE,Redmond,WA 98052 Designed b JJ Date 6/1910
EL: (42 861-7680 FAX: (425 861-8350 Checked b ate
18 7 tat c LateralAnalysis for Seismic one 3
oil Profile T I R 62o C C C I/R 2.5Ce I/R 0.11 C I
Sd i 5.5 2.6 0.36 0.54 0.0982 0.1636 0.0396
Z=0.30 for Seismic Zone 3 per Table 16-I
Soil Profile Type maybe either SA SB,SC,SD,OR SE per Table 16-J. This spreadsheet is not set up to handle Soil Profile Type SF.
I is Seismic Importance Factor per Table 16-K.
R is Seismic Resistance Factor per Table 16-N.
no is Seismic Overstrength Factor per Table 16-N.
Location/Description:Bld A: Transverse&Longitudinal Direction-Service LoadingE
Level tory DL Area h w wh F V/1.4 mot Mot Fpx
Height j jst) ft [kips k-ft] [kip ki k-ft k-ft n 33-1
R 10 25 10723 20 268.08 5361.50 46.52 46.52 465.16 465.16 46.52
2nd 10 47 10723 10 503.98 5039.81 43.72 90.24 902.40 902.40 58.91
0 0.00 0.00 0.00 90.24 0.00 465.16 0.00
0 0.00 0.00 0.00 90.24 0.00 465.16 0.00
0 0.00 0.00 0.00 90.24 0.00 465.16 0.00
0 0.00 0.00 0.00 90.24 0.00 465.16
772.06 10401.31
T[secs]= 0.19 where.T=Ct(h„)A3/4 where Ct=.02 and h„=building height above base level
Cvl/RT= 0.5191
V= 0.1636 W where W is Total Seismic Dead Load
V/1.4= 90.24 kips Note:V is divided by 1.4 for wood diaphragm design under service loading per UBC 97 SEC.1612.3.1
Ft k]= 0.00
I TRC Static RO-Rldv A 6/24/02 9:31 AM
LS
Job Number 208 ISheat
Joehnk Engineering, Inc. pro'.Name: Lee Ai Hotel
16 NE 79th St.,Suite 205,NE,Redmond,WA 98052 Designed b JJ Date 6/19/
EL: (425)861-7680 FAX: (425)861-8350 Check b Date
4 tat c EQ Lateralnalysis for Seismic Zone 3
oil Profile Typ4 1 I R S2 C. C„ C�I/R 12.5C.I/R 10.11 C,I
Sd 1 1 1 5.5 2.6 0.36 0.54 0.0982 1 0.1636 1 0.0396
=0.30 for Seismic Zone 3 per Table 16-I
Soil Profile Type may be either SA,SB,SC,SD,OR SE per Table 16-J. This spreadsheet is not set up to handle Soil Profile Type SF.
I is Seismic Importance Factor per Table 16-K.
R is Seismic Resistance Factor per Table 16-N.
Oo is Seismic Overstrength Factor per Table 16-N.
Location/Description:Bld B: Transverse&Lon itudinal Direction-Service LoadingE
Level Story DL Area h w wh F V/1.4 mot Mot Fpx
Height ( t] (st] ft ki s [k-ft Id s] [kips] k-ft k-ft e n 33-1
R 10 25 4872 20 121.80 2436.00 21.13 21.13 211.34 211.34 21.13
2nd 10 47 4872 10 228.98 2289.84 19.87 41.00 410.01 410.01 26.76
0 0.00 0.00 0.00 41.00 0.00 211.34 0.00
0 0.00 0.00 0.00 41.00 0.00 211.34 0.00
0 0.00 0.00 0.00 41.00 0.00 211.34 0.00
0 0.00 0.00 0.00 41.00 0.00 211.34
350.78 4725.84
T[secs]= 0.19 where T=Ct(h„)A3/4 where Ct=.02 and h„=building height above base level
Cvi/RT= 0.5191
V= 0.1636 W where W is Total Seismic Dead Load
V/1.4= 41.00 kips Note:V is divided by 1.4 for wood diaphragm design under service loading per UBC 97 SEC.1612.3.1
Ft k = 0.00
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Job Number - 208 ISheet
Joehnk Engineering, Inc. pro'.Name: Lee Allyn Hotel
rEL: 42
79th St.,Suite 205,NE,Redmond,WA 98052 Designed b JJ Date 6/19/0
861-7680 FAX: (42N 861-8350 Checked Date
to c era a ysis for Seismic ZoneT l R 62o C, C C„I/R 2.5C,UR 0.11 Ce 1 5.5 2.8 0.36 0.54 0.0982 0.1636 0.0396. r Seismic Zone 3 per Table 16-I
Soil Profile Type may be either SA,SB,SC,SD,OR SE per Table 16-J. This spreadsheet is not set up to handle Soil Profile Type SF.
I is Seismic Importance Factor per Table 16-K.
R is Seismic Resistance Factor per Table 16-N.
Qo is Seismic Overstrength Factor per Table 16-N.
Location/Description:Bid C: Transverse&Longitudinal Direction-Service LoadingE
Level Story DL Area h w wh F V/1.4 mot Mot Fpx
t]Height f (St] ft kips k-ft ki s Ids k-ft k-ft n 33-1
R 10 25 783 20 19.58 391.50 3.40 3.40 33.97 33.97 3.40
2nd 10 47 783 10 36.80 368.01 3.19 6.59 65.89 65.89 4.30 j
0 0.00 0.00 0.00 6.59 0.00 33.97 0.00
0 0.00 0.00 0.00 6.59 0.00 33.97 0.00
0 0.00 0.00 0.00 6.59 0.00 33.97 0.00
0 0.00 0.00 0.00 6.59 0.00 33.97
56.38 759.51
T(secs]= 0.19 where T=Ct(h)"3/4 where Ct=.02 and h„=building height above base level
Cvl/RT= 0.5191
V= 0.1636 W where W is Total Seismic Dead Load
V/1.4= 6.59 lips Note:V is divided by 1.4 for wood diaphragm design under service loading per UBC 97 SEC.1612.3.1
117t k = 0.00
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PROJECT NO. dg 7
30EHNK ENGINEERING, INC. PROJECT NAME-!Lee- o L
k*tru Engineering Design Service PAGE NO. OF
MADE BY • . J, DATE
9 3i 218tn Aw NE CHECKED BY DATE
Ridmond,WA S 8053 Phone: 425.836.4377
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Joehnk Engineering, Inc. Lee Al Hate,
St.,Suite 205,NE,Redmond,WA 98052 I Date 6124/02
EL: 42 861-7880 FAX: 4 861-8350 jDate
Location/Description: Blely B Transverse Direction-Wlnd(Walls at grids 3r
Level Story Wan aDL Lat. Laf. h F V v Story E Over- ' DL Net E, et
Height Length�agm+s/Ft-(t bs/Ft Trib mot Mot T i Resist Tensio ension
(FtJ (FtJ IFUn fh ., , _, , a4 ki s] kips k-ft k-ft 1d id Id
10.00 15.5 15.5 90. 219- `474 3.8 3 38.4 38.4 2.5 0.5 2.0 2.0 wl
2nd 10.00 15.5 15.5 90:0 258 17,6 '4.5 8.4 ' 1 83.8 122.3 5.4 0.5 4.9 7.0 kj
1St 0 15.5 15.5 0.0 ^" 0 . 0.0 8.4 541 0.0 122.3 0.0 0.0 0.0 7.0
0 15.5 15.5 0.0 0 1 0.0 0.0 8.4 541 0.0 122 0.0 0.0 0.0 7.0
0 15.5 15.5 0.0 0 1 0.0 0.0 8.4 1 0.0 122 0.0 0.0 0.0 7.0
E 8.4„y`,8.4 -122 122 7.9 0.9 7.0 7.0
WA
Location/Description: Bldg A.Transverse Direction- d(Wall at grid 11)
Level Story Wan Wad DL Lat. Lat. h F V v Story E Over- DL Net et
Height Length egmen bs/Ft(LbsJFt- Trib. mot Mot Turning Resist Tensio erasion
tJ [Ft] [Ft] Len thJ Width) [Ft] kips] [kips] PI k-ft k-ft ki ki ki ki
R 1 .00 37 37 90.0 218 32.75 20.0 7.2 7.2 193 71:5 71.5 1.9 1.1 0.8 0.8 (
2nd 10.00 37 37 90.0 258 32.75 10.0 8.4 15.6 422 156.0 227.5 4.2 1.1 3.1 3.9 k/,f ID
1 1st 0 37 37 0.0 0 32.75 0.0 0.0 15.6 422 0.0 227.5 0.0 0.0 0.0 3.9
0 37 37 0.0 0 1 0.0 0.0 15.6 422 0.0 228 0.0 0.0 0.0 3.9
0 37 37 0.0 0 1 0.0 0.0 15.6 422 0.0 228 0.0 0.0 0.0 3.9
E 15.6 15.6 228 228 6.1 2.2 3.9 3.9
Location/Description: Bldg A-Transverse Direction-Wlhd(Wall at grid 9)
i
Level Story Wall Wan DL Lat. Lat. h F V v Story E Over DL Net E
Height Length egmen s/Ft jLbs/Fi Tiib. mot Mot Turning Resist Tensio ension
t t t] Len thJ Width, (FfJ ft ki s ki s PI k-ft k-ft [kips) Id Id [kips]
R 10.00 22 22 90.0 218 22 20.0 4.8 4.8 218 48.0 48.0 2.2 0.7 1.5 1.5 (�
2nd 10.00 22 22 90.0 258 22 10.0 5.7 10.5 476 104.8 152.9 4.8 0.7 4.1 5.6
1st 0 22 22 0.0 0 22 0.0 0.0 10.5 476 0.0 152.9 0.0 0.0 0.0 5.6
0 22 22 0.0 0 1 0.0 0.0 10.5 476 0.0 153 0.0 0.0 0.0 5.6
0 22 22 0.0 0 1 0.0 0.0 10.5 476 0.0 153 0.0 0.0 0.0 5.6
j E 10.5 10.5 153 153 6.9 1.3 5.6 5.6
Location/Description: Bldg.C-Transverse Direction-Wlnd(Wall along grid 21&22)
Level Story Wan Wan DL Lat Lat h F V v Story E Over- .......DL..._. Net E
Height Length egmen bsIFt-jLbs/Ft- Trib. mot Mot Turning Resist Tensio ension
(FQ (Ft] (Ft] Len th Width] JR] ft kips] [kips] PI k-ft] k-ft Id Id Id Id
R 10.00 24.42 24.42 90.0 218 21 20.0 4.6 4.6 188 45.9 45.9 1.9 0.7 1.1 1.1 >�
2nd 10.00 24,42 24.42 90.0 258 21 10.0 5.4 10.0 410 100.0 145.9 4.1 0.7 3.4 4.5 W4
1st 0 24.42 24.42 0.0 0 21 0.0 0.0 10.0 410 0.0 145.9 0.0 0.0 0.0 4.5
0 24.42 24.42 0.0 0 1 0.0 0.0 10.0 410 0.0 146 0.0 0.0 0.0 4.5
E 0 24.42 24.42 0.0 0 1 0.0 0.0 10.0 410 0.0 146 0.0 0.0 0.0 4.5
E 10.0 10.0 146 146 6.0 1.5 4.5 4.5
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Joehnk Engineering, Inc. [Designed
ro'.Name: Lee AI Hotel
16770 79th St.,Suite 205,NE,Redmond,WA 98052 by JJ jDate 6/24/02
L: 42 861-7680 FAX: (42 $61-8350 heolced by I Date
C on/Desodoon: Bldg B North/South Direatlon-Seismic
Level Story Walt W8# �DL": Lat. Lat. h F V v Story E Over DLNet EHeightLength eg►nensFt-(LbsJFt Trib. mot Mot Turning Resist Tensio ension
(F f) n ] WldthJ (Ft] ft kips kips] -ft k-ft ki [kips] ki ki
R 10.00 84.5 14 90.0 21134 1 20.0 21.1 21.1 250 211.3 21-1.3 2.5 0.5 2.0 2.0 µ6Z
2nd 10.00 84.5 14 90.0 19866 1 10.0 19.9 41.0 485 410.0 621.4 4.9 0.5 4.3 6.3 Wf
0 84.5 14 0.0 0 1 0.0 0.0 41.0 485 0.0 621.4 0.0 0.0 0.0 6.3
0 84.5 14 0.0 0 1 0.0 0.0 41.0 485 0.0 621 0.0 0.0 0.0 6.3
0 84.5 14 0.0 0 1 0.0 0.0 41.0 485 0.0 621 0.0 0.0 0.0 6.3
E 41.0 41.0 621 621 7.4 1.1 6.3 6.3
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PRE-APPLICATION MEETING COMMENTS
ALLYN MIXED USE PROJECT
April 24, 2002
FIRE PROTECTION ISSUES
9000 SFT. RESTAURANT-RETAIL COMPLEX
1. The base fire flow demand for the 9000 sft. restaurant-retail complex is
2500 gallons per minute, for 2 hours. The Harbor Water system currently
supplies approximately 700 gpm, measured at the fire hydrant in the
Allyn Center parking lot. The current storage capacity of the Harbor
water System is +/- 30,000 gallons.
2. The base fire flow demand for the 9000 sft. restaurant-retail complex can
be reduced to 1812 gpm with the addition of a NFPA 13 fire sprinkler
system and a fire alarm system.
3. Sprinklering of the 9000 sft. restaurant-retail complex will not reduce the
fire flow demand to what is available from the Harbor Water System.
However, it is understood that the public water system capabilities will
be increased to provide adequate fire flow.
4. Water supply for the fire sprinkler system can come from the Harbor
Water System or from a limited water supply dedicated to the site.
DUPLEX PROJECT
1. The base fire flow demand for each of the 3600 sft. duplex buildings is
1500 gallons per minute, for 2 hours.
2. The base fire flow demand for each the 3600 sft. duplex buildings can be
reduced to 1088 gpm with the addition of a NFPA 13D fire sprinkler
system and a fire alarm system.
3. Sprinklering of the 3600 sft. duplex buildings will not reduce the fire
flow demand to what is available from the Harbor Water System.
However, it is understood that the public water system capabilities will
be increased to provide adequate fire flow.
4. Water supply for the NFPA 13D fire sprinkler system can come from the
Harbor water System, from an on-site well if the flow rates and pressure
are adequate, or from a limited water supply dedicated to each building.
5. Site planning should include provisions to locate future fire hydrants
when the public water system is upgraded.
FIRE APPARATUS ACCESS
1. It appears that the parking plan for the site may compromise fire
department emergency vehicle access. Dedicated fire lanes may be
required to allow access to sprinkler system connections and building
access.
PIER SYSTEM
1. The site plan indicates a pier for boat moorage. The Mason County Fire
Code requires a fire protection system for any pier or dock that is used
for the moorage of more than five (5) vessels.
National Evaluation Service, Ince
ftrwpeow Members.
BOCA Evaluation Services,Inc. SBCCI Public Safety
ICSO Evaluation Service, Inc. Testing and Evaluation Services, Inc,
4051 West Rossrroor Road 5360 Workman KSN Road 900 Montclair Road,Suite A
Country Club Hill.Illinois 60478-5795 Whittier,California 90601-2299 Birmingham.Alabama 35213-1206
(709)798-2305 (562)699-0543 (205)599-8O0
NATIONAL EVALUATION REPORT Report No. NER-200
Copyright a 1999 NatbttalEvMusftn Sendce,bra Reissued September 1. 1999
Tile JOIST 3.3 Material Specifications
TRUS JOIST MACMILLAN Flanges: Microllam LVL and TtmberStrand LSL are
A Limited Paitnershlp manufactured according to the TJM manufacturing standards
200 EAST MALLARD DRIVEM.O. BOX 60 specified in National Evaluation Service Report No. NER481.
BOISE,IDAHO 83706/83707
1.0 SUBJECT Webs: Web material for the TJI joist is either plywood
Deming to PS 1-95 along with further requirements set
forth by the TJM manufacturing standards or Plerformance
Tile Joist Plus' OSB conforming to PS 2-92, Exposure 1 with further
Note: -W,Mic:rollamP,Performance Plus',TtmberStrande and requirements set forth in the TJM manufacturing standards.
Taus Joist MacMillan'are registered trademarks of Trus Joist Petforr once 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
2.1 Structural Wood Framing the TJM manufacturing standare with the ds.
uniqueional requirements of
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 1-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 TA joist permitted to have holes as set forth in the allowable hole
I) or a constant va t '(P� e N rl► de th P TJI)Dist tsingle taper). charts noted in Figures 2 and 3 for plywood webs and
Performance Plus OSS webs, respectively.
The web bum 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 j
standard. The web flange connection 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, pif
K = V,2/100
V12 = The allowable shear for a 12 inch for 11-7/8
inch) deep joist
This report is limited to the specific product and data and test reports submiued by the applicant in its application requesting this report. No
independent tests were perfbrnned by the Nedond Evoluadon Service,Inc. (NES),and NES specifically does not moke any-arranty,eider expressed
or ielplied, at to eery finding or other matter be this report or as to any product covered by this report Ibis disclaimer includes,but is nor limited to,
merchantability. This report is also subject to the limitation listed herein.
I
Page 1 of 18
Pape 2 of 18 Report No. NER-200�
By series the constants are- complying with the applicable code,is permitted to be
Jolet used for roof sheathing.
Joist s..ie. Meth Vu K All butt joints of the floor or roof sheathing shall
On) All
over framing members
TN/Pro 150,TA/Pro 150TS s 11 7/8 1420 14.2
2. TJI joists shall be installed in accordance with this
TA/Pro 250,TJI/Pro 350, s 18 1420 14.2 report with a maximum spacing of 48 inches (1220
TN Pro 120TS mm)on center.
TA/Pro 25P,TJUL45P,TJUPro 35P s 18 990 9.9 3. The suspended ceiling shall consist of 5/8 inch (15.9
mm)thick, 2 foot by 2 foot (610 mm x 610 mm)or
TNMf9
T O 5 TJ TJIIt80,TJUL85, s24 1825 19.25 2 foot by 4 foot (610 mm x 1220 mm) USG
0. UL90,TJUH90 FIRECODE AURATONEe lay-in acoustical board
T Mo 350P,TJUL80P s24 1420 14.2 supported by an approved exposed fire-rated
suspension system attached to the bottom flange or
TA/Pro 550P,VIA".TJIM60P, s24 1575 15.75 to cold-rolled channels spaced not over 48 inches
TJIMOP (1220 mm) on center. When joists are spaced
TNM90X s24 2555 25.55 greater than 24 inches (610 mm)on center, framing
perpendicular to the joists shall be installed at 24
inches 1610 mm)on center to support the ceiling.
For SI: 1 inch = 25.4mm
4. Installeed 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 kghn3)
shear at the face of the interior support. Thermafibere Sound Attenuation Fire Blankets or
Fiberex•-M 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
constriction 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 permitted to be increased 4 percent for joists with 100 square feet (9.3 m2) of ceiling area and
Microllam LVL and TimberStrand LSL flanges. fixtures are protected as follows [using for illustrati
4 a 2 foot by 4 foot(610 mm by 1220 mm)fixture]: A
The top flange of TJI joists shall 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/m3)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 fight 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 N/m)or the required shear forces due measuring 19-1/2 inches (495 mm) by 48 inches
j 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 014 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. corners 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-Coping or Floor-Coifing 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!) per 100 square feet (9.3
3.6.1 Assembly A: nil of ceiling 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 mm).
nominal 1 inch (25.4 mm) thick tongue-and-groove
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 48/24
the finish flooring is permitted to be 40120 span rated tongue-and-groove span rated sheathing (Exposure 1
sheathing (Exposure 1) or Type 1 Grade M-1
j particleboard not less than 5/8 inch 0 5.9 mm)thick. When used as a roof-ceiling assembly, a single la
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.
v '1
Report No. NER-200 Page 3 of 18
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 building
® official.
2. TJI joists shah be installed in accordance with this
report with a maximum spacing of 24 inches (610 3.5.3 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).
0 220 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
charnels we used. The insulation shall be placed used for roof sheathing.
above the resilient channels between the joist bottom
flanges. AN butt joints of the floor or roof sheathing must be
located over framing members.
4. The ceding membrane shall consist of two layers of 14
inch 112.7 mm)thick Type X gypsum board applied to 2. TJI joists shall be installed in accordance with this
the joist bottom flange. The first layer of gypsum report with a maximum spacing of 24 inches (610
board shall be attached with 1-5/8 inch (41.3 mm) mm) on center for floor-ceiling assemblies and a
long Type S screws spaced 12 inches (305 mm) on maximum spacing of 48 inches 11220 mm)on center
center. The second layer shall be installed with the for roof-ce&V assemblies. When used in roof-ceiling
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 (51 mm) inches 1610 mm)on center,framing perpendicular to
long Type 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 shall 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 mm) on center and 6 inches attached to joists or to stripping spaced at a
(152 mm) from each side of the butt joints of the maximum of 24 inches (610 mm) on center. The
second Mayer. The second layer shall be finished with gypsum board shall be fastened with 1-5/8 inch (41.3
joint tape and compound. mm)long Type S screws located 6 inches 052 mm)
on center at end joints and 8 inches (203 mm) on
Resilient channels are permitted to be used as part of center in the field.
the ceiling attachment system, provided they are
spaced 16 inches (406 mm) on center 124 inches 4. An approved, exposed, fire rated suspended ceiling
(610 min)on center,if joists are 16 inches (406 mm) system shall be installed beneath the gypsum board
on centerl 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 oiling 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 Na 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 shall consist of 6 inch (152 mm) wide
inch 141.3 mm) long Type S screws, spaced 12 pieces of ceiling grid panels that are 48 inches 0 220
inches (305 mm)on center in the field and 8 inches mm)long for the sides and 24 inches (610 mm)long
(203 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
0 52 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 052 mm x 305 mm) return-air
opening. Ceiling panels shall be 518 inch 0 5.9 mm)
In roof-ceiling assemblies in which TJI joists are thick USG FIRECODE AURATONE. Noncombustible
spaced more than 24 inches (610 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:
attachment of the ceiling membrane to the TJI joists.
The stripping shad 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 1).
5 feet(1524 mm)and shall be attached to the bottom
flanges with minimum 10d nails. Wood stripping
,
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 codes is permitted to be having a 40 minute finish rating is one that consist
used for roof sheathing. of two layers of % inch 112.7 mm) thick. Type
gypsum board, installed perpendicular to the
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 members. this report). Substantiating data,including a report of
the fire-endurance testing conducted in accordance
2. TJI joists shall be installed in accordance with this with ASTM E 119,shag be furnished to the building
report, with a maximum spacing of 24 inches (610 official, and shall verify that a particular ceding
mm)on center. system meets the 40 minute finish rating requirement.
3. The ceding membrane shall consist of a single layer of The finish rating of the membrane protection shall be
X inch 0 2.7 mm)thick USG FIRECODEe Type C or determined in accordance with Sections 45 through
Westro&Fireboard C gypsum board screw-attached 50 of ASTM E 119.
to steel furring channels placed perpendicular to the
TJI joists. The furring channels are spaced 24 inches 3.5.6 Assembly F:
1610 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 dips designated 'Simpson tongue-and-groove span rated sheathing (Exposure 1).
Strong-Tie CSC Support Clips'. A CSC support clip The flooring shall be attached to the top flange of the
shall be located at each joist to support the furring joists with AFG-01 construction adhesive and nailed
channel. At channel splices, adjacent pieces are with 8d common nails spaced a maximum of 6 inches
overlapped a minimum of 6 inches (152 mm)and are 1152 mm)on center along the boundary and edges
tied with double strand No. 18 SWG galvanized steel and 12 inches (3O5 mm)on center in the field.
wire at each end of the overlap.
When used as aroof-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 complying with the applicable code,is permitted to be
Fiberex-FBX 1280 Industrial Board or FdWex4F 1280 used as roof sheathing.
Fleas Batt,shall be placed between the bottom flanges
of the joists and the top of the furring channels. As All butt joints of the floor or roof sheathing shall b�
an altemativ% a layer of 2 inch (51 mm)thick, 8 pcf located over framing members.
(128 kg/m3),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 1610 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-groo ve mm)on center.
span rated sheathing (Exposure 1).
3. The ceiling membrane shag consist of one layer of 5/8
When used as a roof-ceiling assembly, a single layer inch 115.9 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 (406 mm)
used for roof sheathing. on center, placed perpendicular to the TJI joists. The
resilient channels are attached with 1-5/8 inch 141.3
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 channels 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
mrn)on center for floor-ceiling assemblies and with a mm) long Type S screws spaced at 12 inches (305
j maximum spacing of 48 inches 0 220 mm)on center mm)on center in the field and 8 inches (203 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
0 220) 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)
perpendicular to the joists shall be installed at 24 center. The attachment of the ceiling membraru
inches (610 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
,Y to 5 feet 11524 m), the stripping members shall be a
minimum of nominal 2 x 4 Construction-grade
',a
Report No. NER-200
Pape 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, C,
kg/m'►,Thermafiber Sound Attenuation Fire Blankets D. E, F, and G previously described, consists of a
or Frberex SAFE(sound attenuation fire batts)shall be minimum 40/20 span rated sheathing (Exposure 1),
placed between the bottom flanges of the VI 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 (38 mm)of
material shall be friction fitted into place and lightweight concrete or 1 inch (25.4 mm)of gypsum
supported by the resilient channels. concrete over the sheathing. When the joists are
limited to a maximum spacing of 20 inches (508 mm)
3.6 Asserbly O-Two-hour. Fire4esistive Roof-Ceiling or on center, a 3/4 inch (19 mm) thick topping of
Floor-Ceftq 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
1. The floor jurisdictions using the BOCA/National Building Code,
sheathing shall consist of a single layer of ICSO ES for jurisdictions using the Uniform Building
48/24 tongue-and-prop ve span rated sheathing Code,or SBCCI PST&ESI for jurisdictions using the
(Exposure 1 j• Standard Build' Code. The report port shag include an
evaluation for fire resistance that permits the
When used as a roof-ceiling assembly, a single layer replacement 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
AN 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
®. TA 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, uxnfaced batts that are 3.8.1 Assembly B. Option 1.STC : 50
24 inches (610 mm) wide by 48 inches (1220 m)
long by 3-1/2 inches 189 mm)thick, are permitted to Assembly B, described in Section 3.6.2 of this report and
be placed in the plenum between the VI joists and shown in Figure 4, when constructed with resilient channels
supported by stay wires spaced 12 inclines (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 IIIC) ratings when
4. The ceiling membrane shall consist of three layers of constructed with the additional materials described below:
6/8 inch (16.9 mm)thick Gold Bond Fire Shield G,
Type X, gypsum board. The base layer shall be 1. NC rating of 60: The floor covering shall include a 40
applied perpendicular to the UI joists, with ends ounce per square yard (1.36 kg/m2) pad and 56
staggered, and attached directly 'to the bottom ounce per square yard (1.90 kg/m2) 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 channnel%minimum No. 28 gauge Tarkett Acoustiflor sheet vinyl and the ceiling shall
10.016 inch 10.41 min)),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
UI joists and Type X gypsum board and 3-1/2 inch (89 min)thick
spaced a maximum of 16 inches (406 glass fiber insulation shall be located at the bottom of
mm)on center. The channels shall be attached to the the floor cavity.
VI 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 yard (1.47 kg/rn2), minimum
channels,with end joints staggered, and attached to 0.123 inch (3.1 mm)thick cushioned vinyl.
the resilient channels with 1 inch 125.4 mm) long
Type S screws spaced 12 inches (305 mm) on 3.8.2 Assembly e, 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 resilient channels
charnels with 1-5/8 arch (41.3 mm) long Type S spaced at 16 inches (406 mm)on center, and with a 314 inch
screws spaced 8 anclmes(203 mm)on center. Joints (19 mm) thick, topping of gypsum concrete, evaluated in a
current evaluation report, has a minimum sound transmission
1
Page 6 of 18 Report No. NER-200
class ISTC) rating of 58. This assembly has the following 6.3 Results of sound test performed a Riverbank
impact insulation class WC)ratings when constricted with the Acoustical Lab, Geneva, Illinois, and witnessed by
additional materials described below: Shiner Associates, Inc., Skokie, Illinois, conducte
between May 1981 and September 1981,
1. NC 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 0.90 kg/m2)carpet. March 23,April 20 and May 20, 1982.
6.5 Results of bad tests, Job No. 63-1978,dated May
2. IIC rating of 54: The floor covering shall include 24, 1982, witnessed by Northern Testing
Tarkett Acoustiflor sheet vinyl and the ceiling shall Laboratories. Boise, Idaho.
consist of two layers of 5/8 inch (15.9 mm) thick 6.6 Results of TJI/40 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 5/8 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 (89 mm) thick glass fiber insulation shall be 6.9 Results of bending and shear tests conducted on
located at the bottom of the floor cavity. joists with OSS webs, descriptive details and quality
control information of OSB web in a manual, dated
3.8.3 Assembly D, Option 1.STC = 47,NC = 54 February, 1985,prepared by William Couch, P.E. and
Joe Piscione, P.E.
Assembly D, 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 under cover of a letter,dated October
square yard 11.90 k9/m2) carpet. 30, 1992,signed by Joseph R. Piscione, P.E.
6.12 Revised TJI Joist Rational Bearing Analysis, dated
3.8.4 Assembly D, Option 2.STC = 59,NC = 54 October 30, 1998,prepared by Mark Drone and Ma
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 I-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/m2) pad and 56 ounce per Kentucky Plant, dated December 1997.
square yard (1.90 kg/m2) carpet. 6.16 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
a 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
type6 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
IPFS Corporation, NER-GA251). with ASTM E 119, prepared by PFS
Corporation, PFS Test Report #89-71, 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,nu dat
the cover of a manual, dated February, 1982. November 8, 1995.signed by David Rowlandson
6.2 Results of a fire test, File No. R5492-2, dated 6.20 Report of tests conducted in accordance with A
{ 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.:
� - rrri�+arrrrrr��
Report No. NER-200
Page 7 of 18
• Report IN 81-26,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 TJI•
Q • 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 construction 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
6.21 Report of tests conducted in accordance with ASTM conditions:
E 492, prepared by Riverbank Acoustical 7.1 TJI Joists shall be produced at the Trus Joist
Laboratories, signed by Pieter E. Straus: MacMillan Valdosta, Georgia; Eugene, Oregon,
• Report RAL-IN 96-28,dated July 15, 1996. Stayton, Oregon; Natchitoches, Louisiana; Chavkm
• 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 Quaification data concerning the TJUH90X joists. PFS Corporation (NER-pg251).
witnessed by the PFS Corporation. 7.2 Allowable loads shall not exceed the values set forth
6.23 Reports Of TJM Experiment Nos. 1453, 1440 and in Table 2.
1"9 concerning giAification 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 fClareshokn, Fast verifying compliance with this report and the
Kentucky. Eugene. Stayton, Evergreen, Lowndes applicable code. The kxRvk tml preparing such
County, and Natchitoches Plants), dated November, documents shag possess the necessary credentials
1998. regarding competency and CIMINiccations as required
6.25 TJUl65 Confirmation Testing, CRC Experiment No. by the applicable code and the professional
X1496.dated December 28, 1998,signed and sealed registration laws of the state where 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 Fibres,dated December 15, 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 Thermefiber, dated October 8, of this report.
1997,signed by Mkhael J.Wdliams, 7.5 This report is subject to on a periodic
6.28 Qualification testing for the Evergreen Plant. basis. For information on the current status of this
Q 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.
I
fio. 8 of 18 Report No. NER-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 TJI Joists
TJI*/Pro 150 1) 2.1 1.5 x 1.5 3/8 912-11 7/8
TJ /Pro 250 (1) 2.1 1.5 x 1.75 3/8 7 12-16
TJI*/Pro 350 1 2.0 1.5 x 2.3 318 91/2-16
TJ /Pro 550 1 2.0 1.5 x 3.5 7116 91/2-16
TJNWPro 120TS 1.55 1.5 x 1.75 3/8 91/2-14
TJ /Pro 150TS 2 1.55 1.5 x 2.0 3/8 9112-11 7/8
TJ /L60 1 2.1 1.5 x 2.3 7/16 16-30
TJIOAL65 1 2.1 1.5 x 2.55 7/16 912-30
TJ /I-I60 1 2.1 1.75 x 2.3 7/16 10-30
TJ /L90 1 2.1 1.5 x 3.5 7/16 16-30
f TJI°M90 1 2.1 1.75 x 3.5 1 7/16 1 10-30
4 TJI'/H90X . 1 2.1 1.75 x 3.5 1/2 10-34
2. Plywood Web TJI°Joists
TJIO/Pro 25P S TJ111,45P 1) 2.1 1.5 x 1.75 3/8 712-16(8-24 Taper)
TJ /Pro 35P 1) 2.1 1.5 x 2.3 3/8 10-20
TJI'/Pro 350P& (1) 2.1 1.5 x 2.3 15/32 10-30(8-30 Taper)
TJVL60P
{ TA /Pro 550P& (1) 2.1 1.5 x 3.5 15/32 10-30(8-30 Taper)
TJVL90P
TJ /H60P 1) 1 2.1 1.75 x 2.3 15/32 1 10-30
TJ /H90P (1) j 2.1 1.75 x 3.5 15/32 10-30
For SI: 1 inch=25.4 nwn
(1)=Microllamo LVL
(2)=TimberStrando LSL
Report No.NER-200 Paste 9 of 18
TABLE 2-PROPERTIES FOR TA JOISTS
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTWE VERT. EI x K END REACTION(on.) INTERMEDIATE REACTION(Ibs.)
DEPTH Wr. MOMENT 106 1-W 3-1/2r NAILS 3-1/2" &Iw NAILS
(kL) lPffl (K�- .) Iba.4n.2 REQ'D.
Bearing Lgth. Bearing Lgth. REQ'D.
Web Stiffeners VV*b Sdtfo s Web Stiffeners Web Stffleners
NO YES NO YES NO YES NO YES
TJUPro 150 .
9-1/2 1 2.0 t 2730 1120 160 1.4.5 945 NA 1 1120 NA NA 1895 NA 2440 NA NA
11-7/8 2.3 3620 1420 276 4.5 945 NA 1420 NA NA 1895 NA 2440 NA NA
TJUPro 250
7-112 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 2395 2575 2930 3-8d
14 2.8 5210 1710 474 4.5 1015 1120 1560 1710 3-8d 2030 2385 2575 2930 3-8d
16 3.0 6075 1970 653 4.5 1015 1120 1560 1915 3-8d 1 2030 2385 2575 2930 3-8d
TJUPro 350
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 2680 2870 3065 3-8d
11-7/8 3.0 5000 1420 395 4.5 1160 1420 1420 1420 3-8d 2320 2680 2870 3225 3-8d
14 3.2 6135 1710 554 4.5 1160 1505 1615 1710 3-8d 2320 2680 2870 3225 3-8d
16 3.5 7205 1970 801 4.5 1160 1505 1615 1970 3-8d 2320 25M 2870 3225 3-8d
TJUPro 550
91/2 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 2-16d 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 11065 2330 1192 5.3 1400 1875 1885 2330 3-16d 3355 3830 3970 4445 3-16d
® TJUL60
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 8-8d
22 4.5 10985 2935 1801 5.3 NA 1505 NA 2935 9-8d NA 3330 NA 4360 9-8d
24 4.8 11635 3060 2214 5.3 NA 1505 NA 3010 10-8d NA 3330 NA 4485 10-8d
26 5.1 12680 29W 2678 5.3 NA 1505 NA 29W 11-8d S2Z;i 11-8d
28 5.4 13725 2900 3196 5.3 NA 1505 NA 29W 12-8d JIIA�, : .. x IA• s3S0 12-8d
30 5.6 14770 2900 3769 5.3 NA 1505 NA 2900 13-8d If /flR IIIA' "75 13-8d
TJUL"
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 1680 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 1885 2330 6-8d 2780 3525 3395 4140 6-8d
18 4.2 9835 2535 1227 5.3 1390 1680 1885 2535 7-8d 2780 3650 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 ;114i. Wp;,: 1i0 11-8d
28 5.6 15305 2900 3473 5.3 NA 1680 NA 2900 12-8d » *A d605 12-8d
30 1 5.8 1 16465 1 2900 1 4089 1 5.3 1 NA 1680 NA 2900 13 8d
TJUL90
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 4605 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 6025 13-16d
26 .�
6.1 19680 2900 3814 5.3 NA 2345 NA 2900 7-16d 1IVfA ��lOg� � �3t00 ,� 14-16d
28 6.4 21300 29W 4525 5.3 NA 2345 NA 29W 8-16d 16d
® 30 6.6 22925 2900 5306 5.3 NA 2345 NA 2900 8-16d lVA %3a100 lIII► 'xat00'Y 17-16d
I
Pane 10 of 18 ReDort No.NER-200
0
TABLE 2-CONTINUED Page 2
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTIVE VERT. El x K END REACTION(Ibs.) INTERMEDIATE REACTION(Ibs.)
DEPTH 11VT. MOMENT SHEAIq 10 1-3/4" 3-1/2" NAILS 3-1/2" 5-1/4" NAILS
( ) tPffl (R.-bs.) (lbs.) Ibs.-in.2 MIXI EQ'D.
Baring Lgft Ong L90L Baring Lgft Ong LgUL
Web Sdf orwrs Web SU"6rwrs Web Sditrwrs Wob Sdfferwrs
NO I YES 1 NO YES NO 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 3336 3335 4090 4460 3-8d
14 3.7 7695 2125 679 5.3 1400 1505 1885 2125 5.8d 3335 3335 4090 4710 5-8d
16 4.0 9055 2330 934 5.3 1400 1505 1885 2330 6-8d 3335 3335 4090 4830 6-8d
18 4.2 10070 2535 1236 5.3 1400 1505 1885 2536 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 15M NA 3010 10.8d NA 3335 NA 4840 10-8d
26 5.3 14555 2900 2955 5.3 NA 1505 NA 2900 11-8d 11-8d
28 5.6 15760 2900 3523 6.3 NA 1505 NA 2900 12-8d 12-8d
30 5.9 16NS 2900 4151 5.3 NA 1505 NA 2900 1 13-8dEm I 13-8d
TJUH80
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 141W 2330 1389 5.3 1400 2030 1885 2330 4-16d 3495 4130 4100 4735 4-16d
18 5.4 15685 2535 1827 5.3 1400 2030 1885 2515 4-16d 3495 4130 4100 4735 4-16d
20 5.7 17670 2740 2331 5.3 NA 2190 NA 2675 5-16d 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 13-1
26 6.5 22695 2900 4266 5.3 NA 2345 NA 2900 7-16d `31106" y NA r" 15M 14-16d
28 6.8 24580 2900 5059 5.3 NA 2345 NA 2900 8-16d :'CIA JIL4' �3800 15 16d
.:
30 7.1 26465 2900 5930 5.3 NA 2345 NA 4M 17-16d
TJNMX
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 2555 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 1600 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 48W NA 5495 5-16d
i 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 7.0 22650 4150 4337 6.0 NA 2345 NA 3280 7-16d `NA "A "", 01 14-16d
28 7.3 24535 4375 5151 6.0 NA 2345 NA 3440 8-16dA71QS NA 7795 1516d
30 7.6 26415 4375 6047 6.0 NA 2345 NA 3440 8-16d s =I4�25 ` M401 ' -0120;� 17-16d
32 7.9 28300 4375 7026 6.0 NA 2345 NA 3600 9-16d -7SI0"",a ,f�. ` '-s2d0:. 18-16d
34 8.2 30180 4375 8092 6.0 NA 2345 NA 3600 9-16d °>f+fA '"7w MA SW 19-16d
TJUPro 25P,TXL45P
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 1905 NA 2085 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 2480 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 1120 1350 1350 10-8d 1905 2480 2415 3175 10-8d
R_port No.NER-200 Page 11 of 18
TABLE 2-CONTINUED Page 3
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIS7 RESISTIVE VERT. EI x K END REACTION(Ibs.) INTERMEDIATE REACTION(Ibs.)
DEPTH WT. MOMENT SHEAR 106 14W 3-1/2" NAILS 3-1/2" 5-19" NAILS
(in.) (plf) (fL-Ibs.) (bs.) Iba.-in.2 REQ'D. REQ'D.
Boring� �8 Lg� Boring L eg
Web Stiffenors Wtb StWono s Web SW%rwrs I Web SW%rw a
NO I YES I NO I YES NO YES I NO I YES
TJUPro 35P
10 2.7 4555 845 263 2.7 845 NA 845 NA NA 2180 NA 2185 NA NA
11-7/8 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 5-8d
16 3.3 8075 1315 781 2.7 1090 1315 1315 1315 6-8d 2180 2895 2695 3095 6-8d
18 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
8 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 1215L 1215 3-8d 2450 2830 3025 3145 3-8d
11-7/8 3.1 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 3660 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 8805 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 k? IIAs .a{DS;f ' 11-8d
28 5.2 13690 2900 2928 3.4 NA 1505 NA 2900 12-8dfA�sss z;./'JQ'' fi 12-8d
30 5.5 14735 29M 3434 3.4 NA 1505 NA 2900 13-8d IYrA 4117� DIVA 3xA0 13-8d
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 1 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 5.2 14510 2950 2745 3.4 NA 1505 NA 29M 11-Bd s lit� z/3f0 f14 5795 11-8d
28 5.5 15710 3030 3256 3.4 NA 1505 NA 3010 12-8d ',DNA .4/ii0 R IfA 5920 12-8d
30 5.7 16915 3115 3816 3.4 NA 1505 NA 3010 13.8d 60fS 1&8d
TJUPro 550P,TJUL90P
8 3.6 5190 1180 237 3.4 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 CIA ' ; 590d, ``' NA .' S900 14 16d
28 6.2 21270 3030 4257 3.4 NA 2345 NA 3030 8-16d -XA *M- X AL -60b0` 15-16d
30 6.5 22890 3115 4971 3.4 NA 2345 NA 3115 8-16d :AIA - 623b NA 6230' 17-16d
I
I
I
� I"lill III/f "�I�I I_.
Pane 12 of 18 Report No.NER-206
TABLE 2-CONTINUED Page 4
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTIVE VERT. EI x K END REACTION(tbs.) INTERMEDIATE REACTION(tbs.)
DEPTH WT. MOMENT SHEAR 10 6 1-3/4" 3-1/2" NAILS 3-1/2" 5-1/4" NAI "
(in.) (plf) (Rdbs.) (tbs.) lbs.-in.� REQ'D. REp'D.
Bearing Lgth. Bearing Lgth. Racing.Lgth. Bearing Lgth
Web Stiffeners Web Stiffeners Web StNfawrs Web Stiffeners
NO I YES NO I YES NO YES NO YES
TJUH90P
10 4.3 7750 1380 446 3.4 1380 1380 1380 1380 2-16d 3570 3570 35M 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 11W5 1770 990 3.4 1500 1770 1770 1770 3.16d 3745 4165 4165 4165 3-16d
16 5.1 14075 19M 1348 3.4 15M 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 17640 2360 2243 3.4 NA 2305 NA 2360 5.16d I NA 4551 NA 5200 5-16d
22 5.9 19585 2555 2783 3.4 NA 2345 NA 25% 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 3030 8-16d 15-16d
30 6.9 26415 3115 5595 3.4 NA 2345 NA 3115 8-16d x 17-16d
TJUPro 120TS
9E-7
2.4 2570 1120 141 4.5 1120 NA 1120 NA NA 2480 NA 2900 NA NA
112.7 3430 1420 246 4.5 1120 1120 1420 1420 3-8d 2480 2480 3475 36W 3-8d
2.9 4205 1710 368 4.5 1120 1120 1615 1710 3-8d 2480 2480 3475 3600 3-8d
TJUPro 150TS
9-1/2 1 2.6 1 2730 1120 160 1 4.5 1120 NA 1120 NA NA 2870 NA 2900 NA NA
11-7/8 2.9 36" 1420 276 4.5 12W NA 1420 NA I NA 2870 NA 3515 NA NA
For SI:1 inch=25.4 min, 1 plf=14.59 Nhn, 1 ft.-lb.=1.356 N-m,1 Ibs.4n.2=2.87 kN-"we
FOOT NOTES FOR TABLE 2
1. Refer to Figure 1 for web stiffener details.
2. Deflection is calculated as follows:
-Uniform load: A 22.5WV 12WE -Concentrated load at -_ 36PL3 24PL
EI + Kdx105 rnidspan: EI + Kdx10s
Where:
P =Concentrated bad,pounds. d =Out-to-out depth of joist,inches.
W =Uniform load 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 74nch 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 load calculation. Contact the producing plant for shipping weight information,if needed.
'i
i
J
p9
N
i�
z
17 '
Report No. NER-200
Pape 13 of 18
FIGURE 1
WEB STIFFENER NOTES AND DETAILS
1. Web stiffeners shall be installed at bearing points as required in Table 2.
2. Web stiffeners shall be installed at points of concentrated loads greater than 1500 pounds and are to be
nailed in accordance 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 shah be left at the top of web stiffeners as shown at all bearing conditions. In the case of
concentrated loads,web stiffeners are required as shown and the gap shall be at the bottom.
5. Web stiffener materiel shall 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 nalling req mements through side plates.
7. If web stiffeners are not used in hanger support,the side of the hanger shall extend up to laterally
support the top flange.
Web stifferm oF P rifiratinare as follows:
TJI Joist Series Minimum Dimensions Grade
W Indies Indies
TJUPro 150 2 5/16 1/2 See Note 5
TJI/Pro 250,TJI/Pro 120TS,TXPro 25P, 2 5/16 5/8 See Note 5
Q TJVL45P
TJI/Pro 150TS 2 5/16 3/4 See Note 5
TJVPro 350,TJUL60,TJI/L65,TJ~,TJI/Pro 2 5/16 7/8 See Note 5
35P,TJI/Pro 350P,TJI/L60P,TJVH60P
TJI/Pro 550,Tib%W,TM-W. 31/2 1 1/2 Constnu:fion Grade 2x4
TJWro MP,TJVL90P,TJVH90P,TJI/H90X
WEB STIFFENER ATTACHMENT
Concentrated load
W T 1
1/5' min.
2' Max. _ 2-1/4" mml.
Nails spaced -
e4+aily
2" Max. -
7R .
Snug Fit
Min. Bearing Distance
I
MINH1/M BEARING DISTANCE
I
End Support Hager Support Continuous TJI Joist Support
4Xi
® Min. Beartnq Distance Min. Beorinq Distance Mtn Bearing Distance
k
For St. 1 inch s 25.4 mm. 1 br.a 4.448 N
i
P
Pape 14 of 18 Report No.NER-200
2
FO�? ;GiS S Wi . . •
E0
W PLEDOD
1
ill ,
i
FLANGE
F L.
'1 4; Q OEAR.NG PLATE
SPAN IN MINIMUM DISTANCE FROM t OF SUPPORT IN FEET AND INCHES TO t OF HOLE
FEET HOLE DIAMETER
3' 1 4' 5' 6' T 8' W 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
j 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 1 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 5-0 6-0 7-3 8-3
23 1-6 2-0 2-6 3-0 3-9 4-3 1 4-9 5-3 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 1 2-0 2-9 3-3 4-0 4-6 5-0 579 7-0 8-0 9-3
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 6-3 7-6 8-9 10-0
28 1-9 2-3 3-0 3-9 4-6 5-0 5-9 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 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 5-0 6-3 1 7-0 8-6 10-0 11-6
32 2-0 2-9. 3-6 4-3 5-0 6-9 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 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 1 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 hole 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. Is
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 P•" 15 of is
FIGURE 3
ALLOWABLE HOLE SIZE CHART FOR
JOISTS WITH PERFORr1ANCE PLUS® OSB WEBS
FLANGE
PERFORI O O
PLUSH 05B 5B NEB 0
FLANGE
- L'i OF BEARING PLATE
Table A Table B
Minimum Distance from Center Line of Support to
Hole Factor-Diameter of Hole1 Center Une of Hole
Hole Factor Hole Factor
CO) 2 3 4 1 5 6 2 3 4 5 6
LU
10 21/4' 3' 3 3/4' 41/2' 51/4' 14 1'-3' 2'4r 2'-9' 3'-6' 4'-0'
U 12 3" 4' 5" 5 3/4" 6 3/4" 15 1'-0' 2'-3" T-0' T-9' 4'-6'
Z 14 1 31/2' 4 3/4' 6' 7 1/4' 81/2" 16 1'-6' 2'-3' T-W 4'-0' 4'-9'
? 16 4 1/4' 5 3/4' T 81/2" 10' 17 1'-6' 2'-6" T-3' 4'-3' 5'40'
H18 5' 61/2' 81/4' 9 3/4' 11 1/2' 18 1'-9' 2'-6' 3'-6' 4'-6' 5'-3"
CL 20 51/Y 71/2' 91/4' 111/4' 13' 19 1'-9" 2'-9' T-9" 4'-9' 5'-6'
W 22 61/4' 81/4" 101/2' 121/2' 14 3/4' t„_ 20 2'-0' T-0' 4'-0" 5'-0' 6'-0"
24 T 91/4' 11 1/2" 13 3/4' 16 1/4' W 21 2'-0' 3'40' 4'-0' 5'-3" 6'-3-
to 26 71/2' 101/4' 12 3/4' 15 1/4' 17 3/4' (j j 22 2'4r T-3' 4'-3" 5'-6" 6'-6'
O 28 81/4' 11' 1 13 3/4' 161W 19 1/4' LL 23 2'-3' T-3' 4'-6' 5'-9' 6'-9'
30 9' 1 12` 1 15' 17 3/4" 120 3/4' 24 2'-3' 3'-6" 4'-9' 6'-0' 7'-0"
For S1: 1 inch=25A mm Z 25 2'-6' 3'-9' 5'-0' 6'-3' 7'-6"
If a particular hole diameter is not given in the table, the next Z 26 2'-6" T-9' 5'-0' 6'-6' T-9"
largest size diameter indicated should be used. Q 27 2'-6' 4'-0" 5'-3" 6'-9' 8'-0"
Instructions: (L 28 2'-9" 4'-0' 5'-6' 7'-0" 8'-3'
1. For a s joist depth and hole diameter determine the hole CI) 29 2'-9' 4'-3' 5'!-9 7'-3' 8'-6'
specific to P 30 T-W 4'-6" 6'-0' 7'-6' 9'-0'
factor from Table A 31 T-W 4'-6' 6'-0" 7'-9" 9'-3"
2. Using the hole factor and the span of the joist the minimum 32 3'4r 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 T-3' 5'4r 6'-9' 8'-6' 10'-0"
35 3'-6' 5'-3' 7'40' 8'-9" 10'-6"
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
j;
Pepe 1s of 78 Report No. NER-200
• i
FIGURE 4 0
FIRE-RESISTIVE ASSEMBLY DETAILS
ASSEMBLY A.(See Section 3.5.1 of this report.)
: 1. Double wood floor.
2. TJI Joist
3. Fixture protection.
4. 24 inch x 48 inch recessed light fixture.
5. Cold-rolled channels.
6. 12 inch air diffuser.
7. Thermaliiber or Fiberex-FBX or Fiberex-IF mineral
wool blankets.
8. 5/8 inch thick acoustical panels 24 inches x 24
a B s • 10" riwlmum 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) 4
Sound Test Data'
W/O Gypsum Concrete STC=50
Pad 8 Carpet IIC=60
3 s RE51L1ENT CHANNELS DIRECTLY
TarkettAcoustiflor IIC=51 (1)
APPLIED TO JOISTS @ 16" o.c. Cushioned Vinyl IIC=45
SUPPORTING BOTH LAYERS OF W/Gypsum Concrete STC=58
GYP5UM BOARD NECE55ARY
TO ACHIEVE SOUND RATINGS* TaarrlkeettAcousti1W 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 3.5.3 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.
4. Fixture protection.
5. 1/2 inch thick Type X gypsum board.
17 6. 24 inch x 48 inch recessed light fixture.
7. 6 inch x 12 inch opening for return air.
y s 4 Q s 8. 12 inch diameter diffuser opening.
9. Steel suspension grid.
For Sl: 1 inch=25.4 nun
u R"wt No. NER-200 Pep 17 of 18
FIGURE 4 Icontl
ASSEMBLY D.(See Section 3.5.4 of this report.)
TO z 1. 48124 tongue-and-groove span rated sheathing
(Exposure 1).
2. TJI Joist.
3. No. 26 gauge galvanized steel fining 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 enter
' away from end joins. Channel secured to joists with
support clips (item 4) at each joist location. At
t 3 B 7 4 3 5 channel splim. adjacent pieces overlapped 6 inches
and tied with double strand of No. 18 SWG
galvanized steel wire at each end of overlap.
4. Simpson SbwwTis Co. Type CSC support dips to
be used to support furring dwmels at the
Sound Tilt Data: intersection with each joist. Support dips nailed to
/O Gypsum STC-47 side of joist bottom flange with 1-W inch long No. 11
Concrete Pad& IIC=54 gam nail-
/Gypsum Concrete STC=59 5. Stabilizer strap(riot dam)-314 inch x 6 inch No. 24
Pad b Carpetl IIC=54 gauge galvanized steel strap used to prevent rotation
of the support dips at gypsum board end joints and
along walls.
® 6. 1 inch thick(6 pcf min irnum)Therrnafiber or Fiberex-
FBX or Fiberex4F mineral wool.
7. 1/2 inch thick USG FIRECODE Type C or Westroc
Fireboard C gypsum board.
� z
ASSEMBLY E.(See Section 3.5.5 of this report.)
1. Double wood floor or a single layer of 48124 tongue-
and-groove span rated sheating(Exposure 1).
2. TJI Joist.
s
3. An approved ceiling system that wiN provide a 40 E
` minute finish rating. An example of a ceiling with a
40 minute finish rating is described in Section 3.5.2.
t
i
ASSEMBLY F.(See Section 3.5.6 of this report.)--------------
E
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 2 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 Fiberex-FBX or Fiberex-SAFB mineral
Qwool blankets.
Typical detail for butt joints liar to framing For Sk 1 inch=25.4 min
members.
Pope 18 of 18 Report no. HER-200
FIGURE 4(Conti
For 31: 1 inch:25.4 mm
0
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 ttas report.)
2
1. 4=4 tongu wKl-gr� span rated Ong
( 1�
2. TJ1 joist.
3. OplWi glass fiber won, wnfac:ed bans, 3-1/2
inches thick in plenum, supported by stay wires 12
inches on center and centered on joist bottom
• 3
4. Three layers ems. of 5/8 inch thick Gold Bond Fires!" G
s
Type X gypsum board.
5. Resilient dmvwb at 16 k1I on center located
between fast and second layers of gypsuan board.
For Sh 1 inch=25.4 mm
If-
Typical)resMent channel and gypsum board attachment.
I y4■
I
I>• X 2% X 48"
MINERAL WOOL BATT
EACH SIDE OF FIXTURE
,r
t
' .
SLIT FOR
HANGER WIRE
46'
I!4' X 4k* 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 s 25.4 mm
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