HomeMy WebLinkAboutPermit M95-0079 - TOYS R US1-6\h R us
tral5i00T19:
City of Tukwila 1..
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
MECHANICAL PERMIT
Permit No: M95 -0079
Type: B -MECH
Category: NRES
Address: 16700 SOUTHCENTER PY
Location:
Parcel #: 262304 -9128
Contractor License No: ADVANFS071D6
TENANT
OWNER
CONTACT
CONTRACTOR
Status: ISSUED
Issued: 05/31/1995
Expires: 11/27/1995
Suite:
TOYS R US
REAL PROPERTY WEST INC
101 CALIFORNIA ST, SUITE 2525, SAN FRANCISCO CA 94111
MARK KELSCH Phone: 206 770 -2440
516 VALLEY AVENUE NE, PUYALLUP, WA 98372
ADVANCED FILTER SERVICE INC. Phone: 206 770 -2440
516 VALLEY AVE NE, PUYALLUP, WA 98372.
•
**********************,******************.*** *, ** ** * * * * * * * * * ** * * * ** * * * * * * * **
Permit Descrip.ti'on:
REPLACE FOUR HVAC.UNITS
UMC Edition: 1991
Valuation
Total Permit Fee:
8,000.00
63.75
* *, * * * * * *.. * * * * * * * * * * * *: * * * * ** *******.**** * * * * * * * * * * * * * * * * * *** *. * * * * * * * **
Perm 'yt Center *uth• tied Signature: Date �'
I hereby certify that I have read and examined this permit and know the
same to be true and correct. A11 provisions of law and ordinances,
governing this work will be complied with, whether specified herein or not.
The granting of :this permit does not presume to give authority to violate
or cancel the provisions of any other state or local laws regulating
construction the performance of work. I am authorized to sign for and
obtain this b i1 ng,perm
Signature: - � ^�? Date: S r
Print N ame:__ L,f
Title: SeRViL - MA-cl,*✓;C,
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or
abandoned for a period of .,180 days from the last inspection.
CITY OF TUKVV
Department of Community Development — Permit Center
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Mechanical Permit Application Tracking
PLAN CHECK
NUMBER
mq5 -Ccnq
PROJECT NAME
3 1R' Os
SITE ADDRESS
• •_•
A. sk. I A' .1
SUITE NO.
S000--
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so
that the status of the project may be ascertained at any time.
• Plan corrections shall be completed and approved prior to sending to the next department.
• Any conditions or requirements for the permit shall be noted in the Sierra system or summarized
concisely in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ", date and initial.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review . the project.
DEPARTME
i,TE. ;IN
DATE. '
•<'APPROVE
UIREMEN
MEN
9(BUILDING -
initial review
.'FIRE
516
ROUT D
5,30/9)'
CONSULTANT: Date Sent -
Date Approved -
FIRE PROTECTION: • Sprinklers
Detectors • N/A
INIT: 44" n
FIRE DEPT. LETTER DATED: Si 3 on9,
INSPECTOR: S-1/
O PLANNING
ZONING:
BAR/LAND USE CONDITIONS? U Yes (J No
INIT:
SCREENING REQUIRED? ❑ Yes 0 No
REFERENCE FILE NOS.:
O OTHER
INIT:
BUILDING -
final review
'BUILDING
OFFICIAL
5,
INIT: _P-1—N...
i C ;L r %11/1'J
INIT: / ,.,
REVIEW COMPLETED
UMC EDITION (year):
ti 1 (
AMOUNT
CWING:
CP
CONTACTED
tinA
n f�
l•`
DATE NOTIFIED
`'Ir
i /�
"l�
BY:
(init.)
2nd NOTIFICATION
BY:
(init.)
3RD NOTIFICATION
BY:
(init.)
01/07/93
MECHAN (._)AL PERMIT
APPLICATION
1 ,.
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
PLAN CHECK l-
NUMBER I 7 --7
cl
APPLICATION MUST BE FILLED OUT COMPLETELY
FEES (for staff use only)
DESCRIPTION
AMOUNT
RCPT #
:.: ' %DATE
BASIC PERMIT FEE
15.00
TYPE OF WORK: Q New /Addition Q Modifications Q Repair g Other: 4 t r raA
DESCRIBE WORK TO BE DONE:
PAP t c1 E ft v 0 c uL IA 45 1 4 6 c L.
UNIT(S) FEE
r
7, -7, L J4•
ZI 32`-.�S -O3
PLAN CHECK FEE
BUILDING USE (office, warehouse, etc.)
NATU E OF BUSINESS:
*e let c . e ,__1-- - `c. --5.
,_ _ 1- ca N u r4 C IA h ‘
OTHER:
WILL THEE BE A CHANGE IN USE? Q No Q Yes IF YES, EXPLAIN:
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
'No 0 Yes
IF YES, EXPLAIN:
TOTAL -
SITE ADDRESS SUITE # F00.- PKu, y
'
VALUE OF CONSTRUCTION - $ c? 00 o
I OL .5 le' CC S - a_j6v tY A £ Q4 ,r/ 7 off, «il,,ee•41e2.
PROJECT NAME/TENANT
,)2 t,
ASSESSOR ACCOUNT# 537ga0-
L_C.Q C 30 q - t g 0315
, di rJ V S / e -f-kZU r'1c.,-
TYPE OF WORK: Q New /Addition Q Modifications Q Repair g Other: 4 t r raA
DESCRIBE WORK TO BE DONE:
PAP t c1 E ft v 0 c uL IA 45 1 4 6 c L.
TYPE >RATING>51ZE :..' ;::. ;: :,::. ::.:NUMBEB:O.:; ITS.: ..m:�:;.
r
7, -7, L J4•
ZI 32`-.�S -O3
WA. ST. CONTRACTOR'S LICENSE # e 6 60 3 71.170
BUILDING USE (office, warehouse, etc.)
NATU E OF BUSINESS:
*e let c . e ,__1-- - `c. --5.
,_ _ 1- ca N u r4 C IA h ‘
WILL THEE BE A CHANGE IN USE? Q No Q Yes IF YES, EXPLAIN:
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
'No 0 Yes
IF YES, EXPLAIN:
PROPERTY OWNER 7.4 S T' �S
PHONE
// .�-�
ADDRESS /(D r%C�O Sc, "/A, N eh� -1 �/�W � 4-
1/ 604
Z7
CONTRACTOR Ap/%a «c eep -HeA / �..
P( 6 ) 72c - 44'O
ADDRESS 3'/, t%a. //° 4 ' , AZ ,. ,ay-
7, -7, L J4•
ZI 32`-.�S -O3
WA. ST. CONTRACTOR'S LICENSE # e 6 60 3 71.170
EXP. DATE
I HEREBY.: CERTIFY THAT HAVE READ AND EXAMINED THIS: APPLICATION AND KNOW THE SAME TO BE TRUI
AND :CORRECT; AND:f'AM'AUTHORIZED:TO APPLY :FOR THIS:PERMIT
BUILDING OWNER SIGNATURE 1K,>z4-7K-
OR PRINT NA
AUTHORIZED
AGENT ADDRE
DATE
PHONE
- -- - • • - CITY2IP
Fcra- step
PH ON e0 770
CONTACT PERSON MAg-K e%��
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans
must be complete in order to be accepted for plan review.
BUILDING OWNER /AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit
application and obtain the permit will be required as part of this submittal.
VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This
figure is used for budget reporting purposes only and not to calculate your fees.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall
expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 304(d) of the Uniform Mechanical Code (current
edition). No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements,
RECEIVED please contact the Department of Community Development at 431 -3670.
CITY OF TUKWILA
DATE APPP„LIFATIR\CCEPTED �— / 7-95
DATE APPLICATION EXPIRES
// -/7 -9S
PERMIT CENTER
03/14/94
SUBMITTAL CHECKL.IT
MECHANICAL
Completed mechanical permit application (one for each structure or tenant)
Two (2) sets of mechanical plans, which include:
• Floor plan
• System layout
• Elevations (for roof mounted equipment)
t._• Heat Loss Calculations
Structural calculations stamped by a Washington State licensed engineer may be
required if structural work is to be done (2 sets)
Note: Hood and duct systems require a building permit for the duct shaft.
Water heaters and vents are included in the UMC — please include any water heaters or
vents being installed or replaced.
r- DETACH TO DISPLAY CERTIFICATE
DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
coN ,: CONT= '. gENERAL
- REGISTRATlON NUMBER •
;EXPIRATION GATE
ri.AiJY NFS 71176'.
EFFECTIVE ,.DATE;
12 "O7/95
Q3i'26/93
ADVANCED . -F 3 LTER SER41 OE=
516 VALLEY AVE N E.
PUYALLUP IM 98372
•
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STATE OF WASHINGTON
F625.052.000 (3.92)
t DETACH TO DISPLAY ' ERTIFICATE .1
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INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(21)61_ 3670
y&s. Approved per applicable codes.
COMMENTS:
❑ Corrections required prior to approval.
Inspector:
Dale:
❑ $30.00 REINSPECTION F FREQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. CaN to schedule reinspection. ,; r .:;
Address:
. / , . / ....rdl
Date Calved:
two..
`I
am.
Requester:
Phone No.:
y&s. Approved per applicable codes.
COMMENTS:
❑ Corrections required prior to approval.
Inspector:
Dale:
❑ $30.00 REINSPECTION F FREQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. CaN to schedule reinspection. ,; r .:;
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
IA 15
PEQRA y
(206) 431 -3670
•r.: o' %S s
kik.
YPeo ns.:..: FINAL
Addr1sa: iDo cuTcleet,ime. p ')
Date Called: 17 - 20
Special Instructions:
9 () A..A . ..
-LvA. =. - -- ,
Date Wanted
:1 2. - 21- q '5 am. .m.
Requester. CON N 1 G
RhoneNo.: ---1 e _ 2.14Lio
0 Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector: / Date: r r
. . ,i 4.4.4411
►: EINSPEC • FEE REQUIRED. Prior to reinspection, fee must be paid at
r Southcenter Blvd., Suite 100. CaII to schedule reinspection.
° INSPECTION RECORD
Retain a copy with permit.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
7e
PERMT NO.
(206) 431-3670
• 4, . . TT <
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p4,4,__
Address:
/
, 6:11.A1,,
Caked:
7-2?- - 9-5—
4, •,620
Special Instructions:
ti) e n—: /77-7 4O
le Wanted:
2--/-4(.5- ("Et` P.m.
Requester:
Phone No.:
—
0 Approved per applicable codes.
CorrectionkreqUiritprior to approval.
COMMENTS:
...
p4,4,__
la
e ,
•
An_.ttfe,
1-7/"-• . cr; -74(,e
ti) e n—: /77-7 4O
e_..7frx A
• 64-7_,_ 6,g L../ ., r•re e--( /4
/7_,L,),,g.,
\. ,,k`v-' c■clz-qb f.,C-:,,,C`4)-k
A`rs-CS
r- Date:
.00 REINSPECTIONFEE R silig6iPtIr to reinspSction, tee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
, • • ' •
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
•r.: Ic�� �;.t e. (I 5
S
meo ; ;Ina `.
"
Address:
►(� O s.ce,�icr" el
Date Cabled:
r7 /a7 C15
Special Instruct
.
Date Wanted:
curl,...
ro' am. pm.
Requester. Lo on n i
Phone No.: -7-70- o"? t--i LI O
O Approved per applicable codes.
AEorrections required prior to approval.
COMMENTS:
/Gri/a S (2 - e.A /)2r f j
L
D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
4"
' • • :v7,)=S-x44.44,40.--r424.1.-'eu:.1,106,17..rsot..;,14;\.A6:77-I"-.77.77,.,....,,,i.„
City of Tukwila
Fire Department
John W. Rants, Mayor
TUKWILA FIRE. DEPARTMENT
Permit No. Ages- 602
FINAL APPROVAL FORM
Project Name 7;-611/S le A:5
Address /40 ,19141/40,ql,t,
--"Y Retain current inspection schedule
Needs shift inspection
Thomas P. Keefe, Fire Chief
Suite #
-1( Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
c74
Authorized Signature
FINALAPP.FRM
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4479
''* AA• k***** A* k k *A * **A *•A *Ah *A **A,tA * *. *k * * *.: *Ak4- Ak•A*4 *A *P * * *k *A•'*A' *A*
,.CITY OF TIJ! WILA. WA TRANSMIT
*A**kA* *•N *k* * *** *** A* k• A•*, t• F•*** A.*:* 4****A k* A *kk•*• *4 *A *3A **pillhyk*OJ•f53
'TRANSMIT Number: 96003617 'Amount: 42.00 02/13/56 13.09
Payment Method: CHECI! Notation: NATHAN ROBERTS Snit: Sus
Permit No M93-0079 Type :.I3• -MECH MECHANICAL PERMIT.,
Parcel Not 2629.04 -912a
Site Add ess x 1.6700 SOUTHCENTER PY
Total frees:
Thit Payment 42..OQ Total ALL Pm s::
U ail anCe.'
105„75
1.05.75
.00
�� ttA• ik* d• A• kA, i'• kA*• k*,**+ 1• A**•. t*#•• kAkot�k. A•k *+kkk *k *�F * *A�k *rotk•t * * >t *at •1• *•A *�t•►.• *k *stir*
GENERA
TOTAL
CHECK
CHANGE
2655A000
42.00
42.00
42.00.
0.00
15 :50
o.
r'k** A• AA*****• h*• h* A*• 4***•* kA lire•h•h•k•kk*A••h**•4***A***•1 *•h•.4** * **A****k 44*
;TTY OF TUKWILA,. WA • TRANSMIT
r, 4A* k: kA4**4• h• k• k• hAA lr *'A* ** *.A**!.** * ****•h•4 **•A•k4 *A*** **.**4.44 *A•A * *A *4*
GENERA 63.75
TOTAL 63.75
CHECK 63.75
,. 6.75 'p5 /i. /:�� ^1�► . CHANGE 0.00
T RANOMIT Number . 9400..369 Amount: 6/I 3137A000 16101,
Payment Method:: CHI=CK( Notation: ADVANCEI' .FILTER £ni p AQ
Permit No: M95 -0079 Type :. H -MECH MECHANICAL. PERMIT
•
Parcel No :'62304 --912
Site Address: 16700. tOUTHCE NTER PY
This Payment
Total Keelsa 63 ;75.
- 6305 Total. ALL:11mtsa• 63.15
• Balances X00
r * * ** *0 **4******• k• ks4• 4* 4* •iti %.A *4* * * **• * * * **• *.t4*4 **** *tic *•4*•h' *4 *'h **4 *444
Accaunt.Code Description Amount
000/345.1130 PLAN. CHECK NONRE±a
000/322.100 MECHANICAL 7 NONRE,"a' 5140
Address: 16700 SOUTHCENTER PY
Suite:
Tenant: TOYS R US
Type:.B -MECH
Parcel #: 262304 -9128
*•k k* *•k*•k * ** * * ** * * * * * * *•k * * ** * * * ** k* k k * * ** k ** *•k * **•k** k•k k *•k•k k * * *•k•k* * **•k k * *•k * **
Permit Conditions:
CITY OF TUKWILA
Permit No M95 -0079
Status: ISSUED
Applied: 05/17/1995
Issued: 05/31/1995
1 No changes will be • made. to; h; n;?�%1 :i u °e.s4:.� approved by the
Architect or Engineer . iq the"'- Tu wi `1`a -8°u 1d.�1ng ,Division.
2. All. permits, insp. .$n recorids • and approve°d': plans shall be
available at th. ;ob site ` .p` i�vr` to ^the start of ar. ; • ' ' ; on-
struction.•, ewe docbm tsfr at 0,,,t, re main;`t in �>d arl ai 1-
ab l e anti 1 'f4 i l - .i nVs est ;on' approval i =s gr ainl,Ete'd .
. Al 1 Cons tar t'ion, to b4e done oi:n 'cbr i`b`hmar, c.e w�1't,jiy appro
.'plans andd equui r °+one its cif the U ir, arm, Bu i1 tipg G d "A N19'
Edition ; i arnended, Uiiiform"�;M ical Code 4‘1991t, Editio
and Wa -i tan 'S'tate'Ener Code ( 94 Edition)' " e
. Val id,it'� of eririi+t The.�``' r nce o�'a permit ar4ppr�cu;a'1
plan's pe`fii.cat,�ions,nd co�rput,a't�ians • shall not be zc«f,, -t.
strule,,top..b,,,,�a p'armitY�t'0, or peril- 'ap,pr,ova1 of, any v0iala
of arty of the provisions• -••at ,.tA bui •;drfng code or of'an�
other' ordii.narnce' of th,ef1u.risdilction} ,Nc,..permit presumiarig'' o
g i ve'`�';authority to ..v o l ate ''ar' `cana l th r .V1
�. e p o. i s i arts of tit(si's °��,
codeAsha11 rbe ;.va�l:'id ,\ r,( l'-,_''' ; A .a. '
• w•
5. MANUFACTURER .:,IN�:�TALLATI0N, ; I:,N TRUC':I�0N•S'._REOUIRED ON i�'ITE�"v 4
FOOT THE BUILDING r'I•N.�,PECTQR .5' RCVIEi� >' �� r
6 . Plumbing {;:,),,er ~mtts shall b,e •ob;ta.i`ned throughthe Seatt le -K; i ng
Country Depa`t;tment o,f;,.:P;i „bb11.,c= Health,`"',P „1,u: ib,ing wi 11 be ;'
inspe:oted "by, that agency,' inc1udl'niii all g`as-":pIping ,,
(296;4�722)`;s . +,,, t .. ,,.,,�
7. Elects l ,,ca >>. per�mi'ts shall be obtained thrtou,gh the Washi;n,g�ton
State {D;1v1"lon af�•,Labor and Indusitries and 'a,ll�`�eleotri`ca.f1,
work wyil 1 pe inspected by that agency, •248_,6E 30;);, "''
8'. Readily % cces:lblre access to roof mown ed yeq.u'i rnent �1,s
required ;.. ,,
PI W 1 ;,
FLT,ER :7;7
516 Valley Avenue Northeast
Puyallup, Washington 98372 -2503
FAX (206) 770 -2443
'hone "(206) 770.2440 • (800) 783.2539
DATE:
To :I T 4i14
FAX # 1 1-306/
ATTN:
FROM:
RE:
NUMBER OF PAGES TO FOLLOW:
MESSAGE:
I, 2-0 fi.,C14
P _ 0 1
RECEIVED
4 1995
CUtvliviutli FY
DEVELOPMENT
A/O.MIL :771,AZ.
__.‘&7F7A,,d et.) itte eit't e ;Wd
71g
�• .. 741)1-10'\\14111\_ Q
,x..2.5.1995
IF THIS COPY IS ILLEGIBLE OR INCOMPLETE, PLEASE CALL 770 -2440 IH THE
TACOMA AREA OR (800) 783 -2539 ANYWHERE OUTSIDE OF TACOMA, FOR
RETRANSMISSION. THANK YOU.
• ... •• .. • .w., r •.,..; • , • • • • ••••• . • ..
9 43
ADVANCED.:
F/LTE/ SE/ I//GE,_.
O,
516 Vglley Avenue Northeast
Puyallup, W F
FAX 98372-2503
(206) 770- 2443
hone: (206) 770 -2440 • (800) 783-2639
May 24, 1995.
City of Tukwila
ATTN: Ken
P . e 2
RE: Toys R Us #8002
Dear'Ken,
Advapced Filter Service proposes to remove and away 4
w
existing TRANE roof top units and replace t
units, model #48TJD020. Toys R Us to furnish units,
curb's, economizers and controls. No ductwork i'evisions
will be necessary. The units to be removed area sketched]
on the next page to follow. The new units will be placed
exactly where existing units are located. The :new Carrier
units are approximately 1,850 pounds and the eConnmizers
are approximately 110 pounds.
1 have also enclosed specifications on the equipment to he
installed. ii
Should you have any questions, or require furt-tier
information from us, please call at the number given
above.
F.,&401-7,a4f9
Respectfully Submitted,
Connie'A Feldkamp
MECHANICAL'COORDINATOR
CON TUKWILA
APPROVED
tip( 251995
n! 111. IN( DIVISIO'
k;
4
20 -
1.
ipmwammonw•.•••
JAN- 5-96 FR X 8 :58
or nrs.nrr- rerte-PirO
516 Volley Avenue Northeast
Puyallup, Washington 96372-2503
FAX (2b6) 770-2443
Phone: (206) 770-2440 • (800) 783-2539
DATE:
To:
FAX # q3/-3
ATTN:
FROM: e244i
RE:
RECEIVED
95-0cy
NUMBER OF PAGES TO FOLLOW: /
JAN 0,5 1996
COMMUNiTY
DEVELOPMENT
P 01
MESSAGE: owsiitthd ZiFie,,X.OVeck ,,Ztle-X(e/1‘-
4#144' a)/ae‘4, A 1.ez,tada Ac,
n7f SCe
JPz-t (71. /4; VAg ( <
VC „ix. ti,-/e adoveetcp1Kf ?\
/Lo) : fyt-
.W.A./ .r
IF THIS COPY IS ILLEGIBLE OR INCOMPLETE, PLEASE CALL 770-2440 IN 110
TACOMA AREA OR (800) 783-2539 ANYWHERE OUTSIDE OF TACOMA, FOR
RETRANSMISSIoN, THANK YOU.
JAN
- 9 E.
F R I 8: 5 9
JAN-04-'96 13:42 ID:
JAN 04 '96 11:55AM DEPT OPAL &I TUKWILA)
**
TEL N0:841089` `
ACTIVITY INSPECTIONS
P . 02
01/04/96
10:65
Activt No 95124160 1 -4 CIRCULTS Tyya: COM•
Applicant: UMRIDIAN CEN IR ELECTRIC INC 1 St &cU• : FINATI
Locb,tion: 16700 $OJTHCF`NTZR PRKWY TUKWIL
No. Dedc /Date Act Inspector Comments
(3.)
(2)
T &b1A : 9 0$LRCIt1S - 01 S Esc: 02
...
* Final
«+ No 3ntriea **
* Mieo. .,
04/28/95; DC 07885 AC Unit /Meat pure /Furn,Ce
08/16/95 DP 09770 AC Unit /Heat Pump /Furnace
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City of Tukwila
John W. Rants, Mayor
Dec 18, 1995
Department of Community Development Steve Lancaster, Director
MARK KELSCH
516 VALLEY AVENUE NE
PUYALLUP, WA
98372
RE: TOYS R US
Dear Permit Holder:
Our records indicate that on Jan 28, 1996 one hundred and eighty days will
have passed with no inspections having been called for under Tukwila
Mechanical Permit Number M95 -0079. Unless you call for an
inspection, or obtain a written extension from the Tukwila Building
Official prior to that date, your above referenced permit will become null
and void on Jan 28, 1996.
If your project is complete please call for final inspection. If you are
actively working on your project please contact our office.
If you have any questions or need further information to obtain an
extension on your permit please call the Tukwila Building Divison at
431 -3670.
Sincerely,
1 M6c .79-ate5O?7
Kelcie Peterson
Permit Coordinator
Department of Community Development
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431-3665
City or Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
John W. Rants, Mayor
May 30, 1995
Fire Department Review
Control #M95 -0079
(511)
Re: Toys R Us - 16700 Southcenter Parkway
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. H.V.A.C. units rated at 2,000 cfm require
auto - shutdown devices. These devices shall be separately
zoned in the alarm panel and local U.L. central station
supervision is required. (City Ordinance #1646)
Smoke detectors required by Uniform Mechanical Code
Section 1009 (a), (HVAC 2000 cfm and greater), shall
be installed in the main return -air duct ahead of any
outside air inlet or they may be installed in each
room or space served by the return -air duct.
Detectors shall also be installed in the supply duct,
downstream of the filters. Activation of any detector
shall cause the air-moving equipment to automatically
shutdown.
2. Remote indicator lights are required on all above
ceiling smoke detectors. (City Ordinance #1646)
Remote alarm annunciation indication is required if
the control panel is not visible from the main
entrance. (City Ordinance #1646) (UFC 10.501(a))
The installation of wiring and equipment shall be in
accordance with NFPA 70, Article 760, Fire Protective
Signaling Systems. (NFPA 72-2 -1.4)
When the control panel is located inside a room, the
door to the room shall have a sign with one -inch
City br Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188-7661
(206) 575 -4404
Page number 2
John W. Rants, Mayor
letters which reads "Fire Alarm" or "Fire Alarm
Control ". (City Ordinance #1646)
Dedicated fire alarm system circuit breaker(s) shall
be equipped with a mechanical lockout device. (NFPA
72 (1- 5.2.8.2))
Duct detectors shall be capable of being reset at the
alarm panel.
3. All new fire alarm systems or modifications to
existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence
until a fire department permit has been obtained. (City
Ordinance #1646) (UFC 10.503)
Call the Tukwila Fire Department at 575 -4407 for
approval of any system shut down. Have job site
address, name and the Tukwila Fire Department. Job
Number available to confirm shut down approval. (City
Ordinance #1646)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Yours truly,
The Tukwila Fire Prevention Bureau
cc: T.F.D. file A41 SII
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CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 05/25/95
Activity document routing maintenance. MECHANICAL PERMIT
Permit No: M95 -0079 Tenant: TOYS R US
Status: PENDING Address: 16700 SOUTHCENTER PY
Route: 1 Current Route Line: 2 of 5
Packet Units Description Station Status Received Assigned Complete
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
Packet Units Action Station Initials Status Received Assigned Completed
MECH 01 01 C BLDG KEN Ap Cond. 05/17/95 05/22/95 05/25/95
Priority (0 /low..9 /high): 0
Regular hours (HH.MM): .00 Overtime Hours(HH.MM):
Comments 1[CALLED LEFT MESSAGE TO HAVE RETURN CALL ON EQUIPMENT. 5/22/ ]
2[ ]
3[ ]
4[4 H.V.A.C. UNITS > 2,000 CFM REQUIRE AUTO SHUT -OFF. ]
5[ ]
6[FIRE PLEASE REVIEW AND COMMENT. BY KEN ]
1
1
7(
s(
9( ]
10( ]
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
F1 =Help, ESC =Exit current screen.
GENERAL NOTES
DESIGN:
BUILDING CODE -
GROUND SNOW LOAD -
:1 WIND -'
SEISMIC -
1988 UBC
30 PSF
80 MPH
ZONE 3
FOUNDATIONS;
THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE W. THE
RECOMMENDATIONS MADE IN THE "SOILS AND FOUNDATION INVESTIGATION'
PREPARED BY
CASCADE GEOTECHNICAL
12911 N.E. 126th PLACE
KIRKLAND. WASHINGTON 98034
(206) 821 -5080
2 SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET
ALLOWABLE BEARING PRESSURE OF 2.0 KSF FOR INDIVIDUAL COLUMN FOOTING
AND 2.0 KSF FOR CONTINUOUS WALL FOOTINGS UNDER FULL SERVICE LIVE AND
DEAD LOAD.
3. PFOOTINGS MAY BE POURED INTO AN EARTH - FORMED TRENCH IF SOIL CONDITIONS
ERMIT.
4.
ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING
AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY
SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATER +AL
FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED.
5. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM Of 1B BELOW FINAL
GRADE FOR FROST PROTECTION.
6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BAC.KFIL•!NG
PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE.
7. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE. PLACE
FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON FYr7-I SIDE
OF THE WALL.
8. FOUNDATION WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TES.( AN,
INSPECTIONS. SEE DIVISION 2 SPECIFICATIONS.
CONCRETE:
CONCRETE SHALL HAVE A 28 -DAY COMPRESSIVE STRENGTH AND DENSITY. IN
ACCORDANCE WITH THE FOLLOWING:
STRENGTH
PSI
EXTERIOR SLABS. CURBS, SIDEWALKS 4000
ALL OTHER CONCRETE (0.0.0.) 3000
DENSITY
PCF
145
145
2. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE
WATER- REDUCING ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO
ADDITION OF A HIGH RANGE WATER- REDUCING ADMIXTURE SHALL NOT EXCEED
4. TH6 SLUMP OF CONCRETE CONTAINING A 0100 RANGE. WATER- REDUCING
ADMIXTURE SHALL NOT EXCEED 10 ".
4.
CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED. AIR CONTENT
SHALL BE BETWEEN 4 AND 8 PERCENT.
THE NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE A MINIMUM OF 3/4
14 ON FMI M PORTLAND WNG ENT AB CLON LT Y A8 TN OC CONCRETE HALL
SPECIFIED MINIMUM CEMENT CONTENT (POUNDS PER CUBIC YARD)
COMPRESSIVE
STRENGTH NON -AIR ENTRAINED AIR ENTRAINED
(PSI) CONCRETE CONCRETE
3000 470 517
4000 564 611
5. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW WELL IN
ADVANCE OF CONCRETE PLACEMENT. CONCRETE 1118 DE000 SHALL INCLUDE ALL
STRENGTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT
SPECIFICATIONS FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD
AND SHALL BE CERTIFIED BY AN ENGINEER REGISTERED m THE STATE WHERE
THE STRUCTURE 15 LOCATED
REINFORCING SHALL CONFORM TO ASTM A615, GR60, UNLESS NOTED OTHERWISE.
_. WELDED WIRE FABRIC SHALL CONFORM TO ASTM .8185._.
E. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED. IN
ACCORDANCE VATH AO DETAILING MANUAL 1988 (SP -66).
•0. ALL REINFORCING SHALL BE SUPPORTED IN FORMS. SPACED WITH NECESSARY
ACCESSORIES AND SHALL BE SECURELY W1RE0 TOGETHER, IN ACCORDANCE
.11TH CRSI 'MANUAL OF STANDARD PRACTICE" (1986).
MINIMUM CONCRETE COVER. UNLESS NOTED OTHERWISE:
UNFORMED SURFACE IN CONTACT WITH THE GROUND. 3 IN.
FORMED SURFACES EXPOSED TO EARTH OR WEATHER.
,q6 BARS AND LARGER 2 IN.
Ifs BARS AND SMALLER i -7/2 IN.
FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER:
BEAMS, GIRDERS, AND COLUMNS 1 -1/2 IN.
SLABS, WALLS, AND JOISTS
:111 4 BARD S XA18 8 S5 LLER 1 -13/2 INN. .
•_. LAP SPLICES SHALL BE IN ACCORDANCE VAN THE FOLLOWING TABLE, UNLESS
NOTED OTHERWISE. WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS. USE
CLA55 SPLICES.
TENSION SPLICES (INCHES)
TA OP BARS C A OTHER B BARS C
COMPRESSION SPLICES
(INCHES)
43 13 16 21 12 12 15 12
44 17 22 29 12 16 20 i5
#5 21 27 36 15 20 26 19
#6 27 35 46 19 25 32 23
#7 37 48 63 26 34 44 26
,y8 48 63 82 35 46 60 30
p9 61 80 104 44 57 75 34
X10 78 101 132 56 73 95 38
#11 96 124 162 68 88 116 42
COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS _
LAP WELDED WIRE FABRIC ONE SPACING OF CROSS QUIRES PLUS 2".
BASE PATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW GRADE SHALL BE
COVERED WITH A MINIMUM OF 3" OF CONCRETE.
< CONCRETE WORK SHALL 8E SUBJECT TO QUALITY ASSURANCE TESTING AND
INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT
PECIFICATIONS.
REINFORCED MASONRY:
1 REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH. fm, OF
1500 85. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO
ASTM C9J. GRADE N. TYPE 1. AND SHALL HAVE A MINIMUM NET AREA
COMPRESSIVE STRENGTH OF 1900 PO MORTAR SHALL CONFORM TO ASIA C270.
'Y'PE 5. GROUT SHALL CONFORM TO ASTM. C476.
2 REINFORCNG BARS SHALL CONFORM TO ASTM A615. GRADE 60. UNLESS NOTED
OmERWSE.
CONTINUOUS WIRE REINFORCING (JOINT REINFORCING SHALL BE GALVANIZED
690 9 ':PE FABRICATED UNITS WITH A SINGLE PAIR AF 9 GAUGE SIDE RODS
AND 9 GAUGE CONTINUOUS WWECP DIAGONAL CROSS RODS FABRICATED FROM COLD -
SPAM: STEEL WARE COMPLYING WITH ASTM 882. JOINT REINFORCING SHALL BE
SPACED AT 76" C.C. VERTICALLY IN ALL MASONRY WALLS.
4 SEE ARCHITECTURAL DRAWINGS FOR LOCATION5 OF VERTICAL CONTROL JOINTS.
HOR20N7AL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS
ACROS5 ' IERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED
EITHER 50E OF VERTICAL CONTROL JOINTS.
5 ALL REINFORCED CELLS. ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH
81.00R SHALL BE GROUTED SOLID.
6 ALL EXTERIOR MASONRY WALLS ARE TO RECEIVE KOR -AL INSULATION. KOR -FIL
INSULATION SHALL BE REMOVED FROM MASONRY UNIT5 THAT ARE TO BE USED
FOR BOND BEAMS OR MASONRY LINTELS AND FROM MASONRY UNITS THAT ARE
TO CONTAIN VERTICAL REINFORCING. UNLESS NOTED OTHERWISE_
7. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WTH A VERTICAL BLOCK CORE,
IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL w 6 VERTICAL DOWELS
MAY BE GROUTED 1NT0 A CELL IN VERTICAL ALIGNMENT. L -EN THOUGH IT 15 IN
AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
8- REINFORCNG STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS.
9 SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR 24 INCHES.
WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRED TOGETHER.
10. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT
7NTER.VALS. NOT EXCEEDING 200 DIAMETERS OF THE REINFORCING, NOR 10 FEET.
11. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF 3/4 Of
AN INCH FROM THE MASONRY AND NOT LESS THAN ONE BAR DIAMETER
BETWEEN BARS.
12. VERTICAL CELLS THAT WALL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO
MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 2 1/2" X 3
13. GROUTING SHALL BE STOPPED 1 -1/2" BELOW THE TOP OF A COURSE SO AS TO
FORM A KEY AT THE POUR JOINT.
1, GRQUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE
CONTINUOUS OPERATION.
15. ALL BOLTS. ANCHORS. ETC.. INSERTED IN THE WALLS, SHALL BE GROUTED SOLID
INTO POSITION.
16. REINFORCED MASONRY HAS BEEN DESIGNED USING VALUES FOR CONSTRUCTION
WITH SPECIAL INSPECTION.
17 REINFORCED MASONRY WORK SHALL BE SUBJECT TO QUALITY ASSURANCE
TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND
PROJECT SPECIFICATIONS.
2.
STRUCTURAL STEEL:
STEEL SHALL CONFORM TO THE FOLLOw1NG GRADES:
ALL WF, CHANNELS, ANGLES. PLATES, ETC. (LINO)
STRUCTURAL TUBE
STEEL PIPE
ANCHOR BOLTS
BOLTS
WELDING ELECTRODES
A36
8500
Fry-
-3456
(F)35
8307
67
E70X25
X
ALL STRL21IRAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE (1986). EXCEPT A5
MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS
3_ THE STEE.. STRUCTURE 15 A NON- SELF - SUPPORTING STEEL FRAME AND 15
DEPEND, T UPON DIAPHRAGM ACTION OF THE METAL ROOF DECK AND
0180 AND TO THE MASONRY WALLS FOR STABILITY AND FOR RESISTANCE TO
WIND AND SEISMIC FORCES PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR
STABILITY AND FOR RESISTANCE TO VAND AND SEISMIC FORCES UNTIL THESE
ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT
4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS.
CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE
ON, INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED.
CONNECTI ON DETAILS INDICATED ON THE DRAWINGS SHALL BE INCORPORATED
INTO FABRICATOR'S CONNECTION DESIGN SEE SPECIFICATIONS. ALL SHOP
DRAWINGS SHALL BE SIGNED AND SEALED BY THE FABRICATOR'S ENGINEER WITH
THE ENGINEER'S SEAL FOR THE STATE _ WHERE THE STRUCTURE IS LOCATED -
ENGINEER'S SEAL MAY BE QUALIFIED FOR DESIGN OF CONNECTIONS ONLY."
5.
6.
SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, I5 PROHIBITED
WITHOUT WRITTEN APPROVAL OF THE ARCHITECT.
UNLESS NOTED OTHERWISE, BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR
MASONRY_ UNLESS NOTED OTHERWISE, ANCHOR BEAMS TO MASONRY WITH Two
(2) 3/4" DIAMETER ANCHOR BOLTS WITH 4" HOOK AND 1' -4" EMBEDMENT.
7. STRUCTURAL STEEL WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING
AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT
SPECIFICA TONS.
m9sco79
STEEL JOIST GIRDERS:
1. JOIST GIRDERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR JOIST GIRDERS (1989) OF THE STEEL
JOIST INSTITUTE (SJI).
2. STEEL JOISTS GIRDERS SHALL BE DESIGNED BY THE MANUFACTURER: THE
MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR THE DEOGN, ADEQUACY
AND SAFETY OF ALL STEEL JOIST GIRDERS. ALL SHOP DRAWINGS SHALL. BE
SIGNED AND SEALED BY THE MANUFACTURER'S ENGINEER 8.110 THE ENGINEER'S
SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED.
3. EXCEPT WHERE ADDITIONAL DESIGN LOADS ARE SHOWN ON THE STRUCTURAL
DRAWINGS, STEEL JOIST GIRDERS SHALL BE DESIGNED AS SIMPLY SUPPORTED
PRIMARY MEMBERS WITH ALL LOADS EQUAL IN MAGNITUDES AND EVENLY SPACED
ALONG JOIST GIRDER TOP CHORD.
4. ADDITIONAL DESIGN LOADS FROM ROOF TOP EQUIPMENT OR OTHER CONCENTRATED
LOADS SHOWN ON THE DRAW.1NGS SHALL BE CONSIDERED AS COLLATERAL LOADS,
THESE LOADS SHALL BE CONSIDERED IN THE DESIGN OF THE JOIST GIRDERS.
REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND
WEIGHTS OF EQUIPMENT. WHERE SUCH LOADS DO NOT OCCUR AT THE PANEL
POINTS OF THE JOIST GIRDER, AUXILIARY FRAMING SHALL BE ADDED TO THE
JOIST GIRDER OR THE TOP CHORD SHALL BE DESIGNED FOR THE EFFECTS OF THE
LOAD.
5. JOIST GNGER DRS SHALL BE E IVIED 00 SUPPORT THE DESIGN LOADS WITHOUT
6. WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWM ON THE DRAWINGS, THE
MANUFACTURER SHALL DESIGN THE JOIST GIRDERS AND CONNECTIONS OF THE
JOIST GIRDERS TO THE SUPPORTING STRUCTURE FOR THE NET UPLIFT.
7. JOIST GIRDERS SHALL BE PROPORTIONED SUCH THAT THEY CAN BE ERECTED
WITHOUT BRIDGING.
8. MINIMUM BEARING REQUIREMENT, UNLESS NOTED OTHERWISE:
4" ON STRUCTURAL STEEL
6" ON STEEL BEARING PLATES OVER MASONRY OR CONCRETE
9. UNLESS NOTED OTHERWISE: JOIST- GIRDERS SHALL BE ATTACHED TO - SUPPORTING
STEEL WORK OR STEEL BEARING PLATES WITH TWO (Z) 1/4" FILLET WELDS
(ONE EACH SIDE), 2' LONG, OR TWO (2) 3/4' DIAMETER BOLTS.
10. JOIST GIRDERS A COLUMN CEN1ERUNES SHALL BE BOLTED TO STRUCTURAL
11. NO OTHER LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE STEEL
JOISTS BEARING ON THIS ORDER ARE IN PLACE AND ATTACHED THERETO.
12. REPAIR OR REPLACE ALL DAMAGED JOIST GIRDERS. THE PROFESSIONAL OF
RECORD SHALL BE THE SOLE JUDGE AS TO WHETHER A JOIST ORDER CAN BE
REPAIRED OR MUST BE REPLACED.
13. STEEL JOIST GIRDER WORK SHALL BE SUBJECT G TO QUALITY ASSURANCE TESTNG
AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT
SPECIFICATIONS
STEEL JOISTS:
1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED 640 ERECTED IN ACCORDANCE
VATH THE 'STANDARD o Ei;IFICATI0NS FOR OPEN WEB STEEL JOISTS. -K- SERIES"
(1989) OF THE STEEL JOIST INSTITUTE (51)..
2. STEEL JOISTS SHALL BE DESIGNED BY THE :MANUFACTURER. THE
MAUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY
AND SAFETY OF ALL STEEL JOISTS. : ALL SHOP DRAWINGS SHALL BE SIGNED AND
SEALED BY THE MANUFACTURER'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE
STATE WHERE ME STRUCTURE IS LOCATED.
3. UNLESS OTHERWISE NOTED. STEEL JOISTS SHALL BE DESIGNED AS SIMPLY
SUPPORTED, UNIFORMLY LOADED TRUSSES N1TH THE TOP CHORD BRACED
AGAINST LATERAL BUCKUNG. THE UNIFORM DESIGN LOAD SHALL BE THE TOTAL
SAFE UNIFORMLY DISTRIBUTED LOAD AS 58044 IN THE SJ1 .STANDARD LOAD
TABLE.
4. WHEN NET UPLIFT FORCES DUE' TO WWND ARE SHOWN ON THE DRAWINGS, THE
MANUFACTURER SHALL DESIGN THE JOISTS. BRIDGING AND CONNECTIONS OF THE
JOISTS TO THE SUPPORTING STRUCTURE FOR THE NET UPLIFT. A SINGLE UNE
OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THEFRST BOTTOM.
CHORD PANEL POINTS WHENEVER UPLIFT DUE TO WIND FORCES IS .SHOWN ON
THE DESIGN DRAWINGS
5. WHEN NONUNIFORM OR CONCENTRATED LOADS ARE SHOWN- ON THE DRAWINGS.
THE MANUFACTURER SHALL DESIGN THE JOISTS IN ACCORDANCE WITH
PARAGRAPH 4.1 OF THE STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS,
K- SERIES.
6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE SJI
SPECIFICATION. ALL BRIDGING AND BRIDGING. ANCHORS SHALL BE PLACED AND
STEEL JOIST ENDS FIXED PRIOR TO THE APPLICATION OF ANY LOADS. BRIDGING
THAT TERMINATES AT, OR IS INTERRUPTED BY, STRUCTURAL STEEL BEAMS,
MASONRY WALLS OR CONCRETE WALLS SHALL BE ATTACHED THERETO.
COORDINATE BRIDGING LOCATONS TO AVOID INTERFERENCE WITH ALL
MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT..
7. MINIMUM BEARING REQUIREMENTS, UNLESS NOTED OTHERWISE:
2 -1/2' ON STURAL SEE
4' N STEEL BERUARINCTG PLAITE5L OVER MASONRY. OR CONCRETE
8. UNLESS NOTED OTHERWISE, STEEL JOISTS SHALL 8E ATTACHED TO SUPPORTING
STEEL WORK OR STEEL BEARING PLATES E WITH (2) 1/8' FILLET WELD (ONE EACH
SIDE) 1" LONG, OR WITH 1/2" DIAMETER BOLT.
9. STEEL JOISTS AT COLUMN. CENTER LINES SHALL BE BOLTED TO STRUCTURAL
STEEL WITH 2 DIAMETER BOLTS. WHERE STEEL JOISTS DO NOTSPACE TO
TOLUMN CEN R LINES; USE 80LTEDCONNECTIONS FOR THE STEEL JOIST CLOSEST
TO THE CENTER UNE.
10. HOLES IN STEEL JOIST CHORDS WILL NOT BE PERMITTED, EXCEPT FOR BOLTED
CONNECTIONS AT THE BEARING END OF THE STEEL JOIST.
11. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT; DUCT. WORK, PIPES, CEWNG,
FIXTURES, ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST
SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINTS OF THE
STEEL JOIST. METHODS OF FRAMING THAT INDUCE - BENDINGTO THE STEEL JOIST
CHORDS OR WEB MEMBERS WILL NOT BE PERMITTED.
12. REPAIR OR REPLACE ALL DAMAGED STEEL JOISTS. THE PROFESSIONAL OF RECORD
SHALL BE THE SOLE JUDGE AS TO WHETHER A JOIST CAN BE REPAIRED OR MUST
BE REPLACED.
13. STEEL JOIST WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND
INSPECTIONS. SEE QUAUTY ASSURANCE GENERAL NOTES AND PROJECT
SPECIFICATIONS
METAL ROOF DECK:
1. METAL ROOF DECK SHALL COMPLY VAIN THE REQUIREMENTS OF THE STEEL DECK
INSTITUTE SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK (1989).
2. METAL ROOF DECK AND ITS ATTACHMENT TO TH6 STRUCTURE. SHALL BE
DESIGNED BY. THE MANUFACTURER. THE MANUFACTURER'S ENGINEER SHALL BE
RESPONSIBLE FOR THE .DESIGN; ADEQUACY AND SAFETY OF ALL METAL ROOF DECK
ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE. MANUFACTURER'S
ENGINEER' WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS
LOCATED.
3. METAL ROOF DECK SHALL BE CONFIGURATION. DEPTH AND MINIMUM GAGE AS
SHOWN ON THE DRAWINGS. ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL
BE AS SHOWN ON THE DRAWINGS AS A MINIMUM. SEE ROOF PLAN NOTES.
4. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK.
5. METAL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS.
6. METAL ROOF DECK WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING
AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT
SPECIFICATIONS.
MISCELLANEOUS:
1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO
PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS. CONTRACTOR 15 RESPONSIBLE FOR COORDINATING SUCH
REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK.
3. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE
WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE
WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
5. OPENINGS DRAWINGS. WINGS. SS ON A SIDE ARE GENERALLY NOT SHOWN A ON THE
STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS
FOR SUCH OPENINGS
6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION
LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT
EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE
IMPOSED.
7. THE STRUCTURE 15 DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE
CONTRACTOR I5 RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/
OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S
CONSTRUCTION METHODS AND /OR SEQUENCES.
8. DO. NOT. SCALE THESE DRAWINGS, USE DIMENSIONS.
9. CONTRACTOR'S CONSTRUCTION AND /OR ERECTION SEQUENCES SHALL RECOGNIZE
AND CONSIDER THE EFFECTS OF THERMAL "MOVEMENTS OF STRUCTURAL ELEMENTS
DURING THE CONSTRUCTION PERIOD. {1
10. THE CONTRACTOR SHALL : INFORM THE PROFESSIONAL OF RECORD IN WRITING OF y
ANY DEVIATION FROM THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTE
BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSION, .
OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE
CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF
SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF {t
RECORD HAS OVEN WRITTEN APPROVAL TO THE .SPECIFIC DEVIATION.
QUALITY ASSURANCE:
I. THE OWNER WALL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT
TESTING AGENCY TO PROVIDE QUALITY ASSURANCE TESTING AND INSPECTIONS.
THE TESTING AGENCY SHALL BE LICENSED IN THE STATE WHERE THE STRUCTURE
IS LOCATED. AND ALL TESTING AND INSPECTIONS SHALL BE PERFORMED UNDER
THE SUPERVISION OF AN ENGINEER REGISTERED IN THE STATE WHERE THE
STRUCTURE IS LOCATED.
FAILURE OF QUALITY ASSURANCE TESTING AND INSPECTIONS TO DETECT ANY
DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER
REJECTION WHEN SUCH DEFECT IS NOTED NOR SHALL IT OBLIGATE THE OWNER'S
REPRESENTATIVE FOR FINAL ACCEPTANCE.
2.
3.
4.
5.
6.
7.
5EE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR QUALITY ASSURANCE
TESTING' AND INSPECTION 042
CONCRETE - SECTION 3A
REINFORCED MASONRY - SECTION 4A.
STRUCTURAL STEEL - SECTION 5A.
STEEL JOIST GIRDERS - SECTION 5B.
STEEL JOISTS - SECTION 5C.
METAL ROOF DECK - SECTION 50.
SEE CIVIL DRAWINGS AND DIVISION 2 SPECIFICATONS FOR QUALITY ASSURANCE
TESTING AND INSPECTIONS FOR FOUNDATION WORK.
THE TESTING AGENCY AND ITS REPRESENTATIVES ARE NOT AUTHORIZED TO
REVOKE. ALTER, RELAX. SENLARGE OR RELEASE ANY PORTION OF THE WORK,
PERFORM ANY DUTIES OF THE CONTRACTOR, Oft BE A PARTY TO SCHEDULING
OF WOR,
THE CONTRACTOR SHALL NOTFY THE TESTING AGENCY AND THE OWNER'S
REPRESENTATIVE A MINIMUM OF 24 HOURS IN ADVANCE OF ALL WORK REQUIRING
QUAUTY ASSURANCE TESTING AND INSPECTIONS AND ALL REASONABLE FACILITES
SHALL BE MADE AVAILABLE FOR TECHNICIANS..
RECORDS 0 INSPECTIONS SHALL BE KEPT AVAILABLE TO THE BUILDING TN 06 L
DURING PROGRESS O THE WORK AND FOR Two YEARS AFTER COMPLETION OF
THE PROJECT. RECORDS SHALL BE PRESERVED BY THE INDEPENDENT TESTING
AGENCY.
$pECIAL : IN SPECTIQNS:
1. THE OWNER WILL EMPLOY ME SERVICES OF ONE OR MORE SPECIAL INSPECTORS
TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION COMPLYING TO SECTION
306 OF THE UNIFORM BUILDING CODE FOR THE FOLLOWING:
A. CONCRETE:
PROVIDE INSPECTI(NS DURING THE TAKING OF TEST SPECIMENS AND
PLACING OF REINFORCED CONCRETE (EXCEPT SLABS ON GRADE).
B. REINFORCING STEEL:
PROVIDE INSPECTIONS FOR CONFORMANCE VATH THE APPROVED PLANS
PRIOR TO CLOSING OF FORMS OR THE DEUVERY OF CONCRETE TO THE
JOB 0TE.
WELDING
PROVIDE PERIODIC INSPECTIONS OF ALL WELDING INCLUDING WELD1NG GF
METAL ROOF DECK. INSPECTOR SHALL CHECK QUAUFICATIONS OF WELDERS
AT START OF THE WORK AND MAKE FINAL INSPECTION OF ALL WELDS FOR
COMPUANCE PRIOR TO COMPLETION OF WELDING. INSPECTION 15 NOT
REQUIRED FOR WELDING DONE IN AN APPROVED FABRICATOR'S SHOP.
D. HIGH STRENGTH BOLTING:
PROVIDE INSPECTIONS PER UBC STANDARD 27 -7 FOR BOLTS CONSIDERED
AS NOT BEING 5UP CRITICAL NOR SUBJECT TO DIRECT TENSION.
E. SPECIAL GRADING, EXCAVATION AND FILLNG:
PROVIDE INSPECTIONS TO SATISFY REQUIREMENTS OF CHAPTER 29 AND
CHAPTER 70 (APPENDIX) OF THE UNIFORM BUILDING CODE DURING
EARTHWORK EXCAVATIONS. GRADING AND FILLING OPERATIONS.
2. THE CONTRACTOR WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL
INSPECTORS ACCEPTABLE TO THE OWNER TO PROVIDE SPECIAL INSPECTIONS
DURING CONSTRUCTION COMPLYING TO SECTION 306 OF THE UNIFORM BUILDING
CODE FOR THE FOLLOWING:
A. STRUCTURAL MASONRY:
PROVIDE PERIODIC INSPECTIONS DURING PLACING OF MASONRY UNITS,
PLACEMENT OF REINFORCING, - INSPECTION OF GROUT SPACE, IMMEDIATELY
PRIOR TO CLOSING OF CLEANOUTS, AND DURING GROUTING OPERATIONS.
SAMPLE AND TEST MASONRY UNITS FOR COMPRESSION STRENGTH IN
ACCORDANCE WITH ASTM C140, ONE SAMPLE FOR EACH 5000 SQUARE
FEET OF WALL AREA SAMPLE: AND TEST GROUT FOR COMPRESSIVE
STRENGTH IN ACCORDANCE WITH ASTM C1019, ONE SAMPLE FOR EACH
5000 SQUARE FEET OF WALL AREA.
3. THE SPECIAL INSPECTOR SHALL BE A QUAUFIED PERSON WHO SHALL
DEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL
FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION
REQUIRING SPECIAL INSPECTION.:
4. DUTIES AND RESPONSIBILITIES OF 'ME SPECIAL: INSPECTOR:
A. THE SPECIAL - INSPECTOR: SHALL OBSERVE THE WORK 695454ED' FOR
CONFORMANCE WI'!H THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE
BUILDING OFFICIAL, THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR.
ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE .ATTENTION OF
THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE
PROPER. DESIGN AUTHORITY AND TO THE BUILDING OFFICAL.
C. THE SPECIAL INSPECTOR SHALL . SUBMIT A FINAL SIGNED REPORT STATING
WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST
OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED
PLANS AND SPECFICATIONS AND THE APPUCABLE WORKMANSHIP PROVISIONS
OF THE CODE...
5. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF
SPECIFIED QUALITY ASSURANCE TESTING, DUPUCATE INSPECTIONS SHALL NOT BE
REQUIRED.
FILE COPY
understand that the Plan Check approvals are
,o: l to errors and omissions and approvatof
,; does not authorize the violation of any
•,rted cods or ordinance. % ReC8I o ff'
:19r's top 4ofa... rovedter_►
PJU1L01
By
Date
Permit No. •
Q MECHANICAL
ELECTRICAL
(
PLUMBING
*GAS PIPING
rIT( OF 'VI LA
'..DING DMA
cn- ,PRE1VED
OF TUI(BVILA
MAY 1 7 1995
PERMIT CENTER
Revisions
No
Date
Description
2
3/10/92
ADDENDUM D
3
3/19/92
ADDENDUM E
Drawing References
No
Drawings
52
FRAMING / FOUNDATION PLAN
S3
FRAMING / FOUNDATION DETAILS
ISSUED FOR PERMITS: I 02 -12 -92
ISSUED FOR BIDS: 01 -31 -92
CADO NAME: TP91501 PROJECT NO.: 262991
DRAWN BY: CHECKED BY:
PROTOTYPE DESIGNATION: 1991 REV. 3.91
THE
NV BD(
UROL" I'
11111, I 1,1
I f
I 11,1∎1IJ'�
50 MONROE PLACE
RAPIDS GRAND
M CHIGAN49503 TELEPHOFAX((6116)2235-6132
6
toys •w vs®
National Office
461 From Road
Paramus, NJ 07652
(201) 599 -7800
GEOFFREY
This drawing is the Exclusive Property of
TOYS "R" US. The information shown may
not be used nor the Drawings Reproduced
without permission of TOYS "R" US.
Location
TU K WI LA, WA.
Drawing Title
GENERAL NOTES
Scale AS NOTED
Date 01 -31 -92
Sheet no.
1
\ 191 Tw \T91Twso2
ROOF PLAN NOTES:
1, SEE SHEET 51 FOR GENERAL NOTES.
2. SEE SHEET 52 FOR TYPICAL DETAILS.
3. TOP OF STEEL (T.0.5.) EQUALS TOP OF STEEL JOIST /UNDERSIDE OF METAL
DECK. BEAMS AND JOIST GIRDERS REFERENCED A/- FROM TOP OF STEEL.
4. METAL ROOF DECK SHALL BE 20 GAGE. 36" WIDE, 1 1/2° DEEP. VIDE RIB
ROOF DECK AND SHALL BE CONNECTED TO FRAMING MEMBERS AS FOLLOWS:
(DIAPHRAGM SHEAR = 292 PLF)
A. TO ALL TRANSVERSE SUPPORTS. 5/8" DIA, PUDDLE WELDS. 4 PER SHEET.
(36/4 PATTEN)
B. SIDE SEAMS #10 SCREWS (BUILDER). 4 PER SPAN.
5. STEEL JOISTS IDENTIFIED ON PLAN AS "SP" SHALL BE DESIGNED FOR THE
UNIFORM LOAD CAPACITY (AS SPECIFIED IN THE SJI STANDARD LOAD TABLES)
IN ADDITION TO THE CONCENTRATED LOADS SHOWN ON THE PLAN. STEEL
JOIST GIRDERS IDENTIFIED ON PLAN AS "SP° SHALL BE DESIGNED FOR THE
UNIFORM PANEL P0150 LOADS SHOWN ON THE DRAWINGS IN ADDITION TO THE
CONCENTRATED LOADS SHOWN ON PLAN. ALL ITEMS .04 AS MECHANICAL
EOIPMENT, DUCT WORK. PIPES, CEILINGS. FIXTURES, ETC. THAT ARE TO BE
SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH
AUXILIARY FRAMING TO THE PANEL POINTS OF THE JOIST (SEE TYPICAL JOIST
STRUT DETAIL). METHODS OF FRAMING THAT INDUCE BENDING TO THE JOIST
CHORD OR WEB MEMBERS WILL NOT BE PERMITTED. COORDINATE BRIDGING
LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EQUIPMENT.
6. STEEL JOIST CAMBER SHALL BE PROVIDED AND SHALL CONFORM TO SECTION
4.7 OF THE SJI SPECIFICATIONS. STEEL JOIST GIRDER CAMBER SHALL
CONFORM TO THE SJI SPECIFICATIONS.
7. APPROXIMATE CORNER WEIGHTS OF ROOF TOP EQUIPMENT ARE SHOWN ON
PLAN. VERIFY ALL LOADS, LOCATIONS, CURB SIZES AND OPENING SIZES WITH
MECHANICAL CONTRACTOR PRIOR TO FABRICATION. ADJUST SPACING aF
STEEL JOISTS AS REQUIRED FOR MECHANICAL OPENINGS. SEE TYPICAL FM
SUPPORT DETAIL FOR FRAMING.
ROOF DEAD LOADS
BUILT -UP ROOF W /GRAVEL
INSULATION
METAL DECK
JOISTS
MECH. /ELEC. / MISC.
CEILING / DISPLAY
= 6.0
= 2.0
= 2.0
= 3 -0
= 4.0
= 4.0
PSF
PSF
PSF
PSF
PSF
PSF
TOTAL DEAD LOAD
ROOF LIVE LOADS
= 21.0 PSF
METAL DECK /JOISTS. = 25 PSF
JOIST GIRDERS /BEAMS /COLUMNS /FOOTINGS
TRIBUTARY AREA 0 TO 200 S0. FT. = 25 PSF
TRIBUTARY AREA 201 TO 600 SQ. FT. = 25 PSF
TRIBUTARY AREA OVER 600 SQ. FT. = 25 PSF
UPLIFT DUE TO WIND
NET UPLIFT
JOISTS = 0 PSF
JOISTS GIRDERS = 0 PSF
MEZZ. DEAD LOADS
2.5" CONC. DECK
DECK
JOIST
MECH. /ELEC. / MISC.
CEILING / DISPLAY
= 32.0 PSF
= 2 -0 PSF
= 3.0 PSF
= 4.0 PSF
= 4.0 PSF
TOTAL DEAD LOAD
MEZZ. LIVE LOADS
= 45.0 PSF
= 100 PSF
STEEL LINTEL SCHEDULE
LEAR SPAN
CLEAR
12 BLOCK OR
8" BLOCK + 4" BRICK
8" BLOCK
6-4 ".. OR LESS
(3) L3 1/2X3 1 /2X1/4
. (2) L3 1/2X3 1 /2x1/4
OVER 6' -4" TO 10' -4"
W8X10 W/ 11X1/4 PLATE
W8X10 W/ 7X1/4 PLATE
O R 10' -4" TO 12' -4"
W8X13 W/ 11X1/4 PLATE
W8X10 W/ 7X1/4 PLATE
CLER 12' -4" TO 14' -4"
W8X21 W/ 11X1/4 PLATE
W8X13 W/ 7X1/4 PLATE
4" GRAVEL
LINTEL NOTES:
1. LINTEL SIZES SHOWN ARE DESIGNED TO SUPPORT MASONRY WALL ONLY
ASSUMING ARCHING ACTION (AT 45 DEGREES) WITHOUT SUPERIMPOSED
FLOOR OR ROOF LOADS.
2. LINTELS SHALL BE SHORED DURING CONSTRUCTION UNTIL THE MASONRY HAS
ATTAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT (24 HOURS
MINIMUM).
3, LINTEL SIZES SHOWN APPLY WHERE LINTEL SIZES ARE NOT OTHERWISE
SHOWN ON THE DRAWINGS.
4. WHERE W8 BEAMS WITH PLATES ARE USED, PLATE SHALL BE CENTERED ON
BEAM AND SHALL EXTEND FULL LENGTH OF BEAM_ WELD PLATE TO BEAM
WITH 3/16" FILLET WELDS 1 1/2" LONG SPACED AT 12" O.C. EACH SIDE.
5. SEE "TYPICAL LINTEL BEARING" DETAIL (SHEET 53) FOR END BEARING.
WALL ANCHORS AND SEISMIC REINFORCING
5. NOTE THE NEW OPENINGS iN THE EXISTING WALLS FOR DOOR_ 27 AND 28
LOCATED IN THE SOUTHEAST AND NORTHWEST CORNERS OF THE BUILDING.
Thq5 -jc/
SLAB SCHEDULE
LOCATION
THICKNESS & REINF.
SUBBASE
S_AB ON GRADE
4" CONC. SLAB ON GRADE
REINE. W /6X6- W1.4XW1.4 W.W.F.
6 MIL VAPOR
BARRIER & 4'
GRAVEL SUBBASE
MEZZ. SLAB
2 1/2° CONC. SLAB W/ (i) LAYER
6x6 -W1.4 X 4 WW F.
SIDEWALK
4" CONC. SLAB ON GRADE REINF.
W /6x6 -WI 4 X W1.4 W IN
4" GRAVEL
FOUNDATION PLAN NOTES:
SEE SHEET 51 FOR GENERAL NOTES
2. SEE SHEET 53 FOR TYPICAL DETAILS
3 ALL ELEVATIONS BASED ON FINISH FLOOR ELEVATION
OF 100' -0° FOR REFERENCE ONLY. SEE SITE PLAN
FOR ACTUAL FINISH FLOOR ELEVATION.
4. TOP OF INTERIOR FOOTING AND TOP OF PILASTER
ELEVATION = 99' -4" UNLESS NOTED OTHERWISE.
PLAN
\D
EXIST. CONT. 12 "x1' -8" FOOTING. TOF =97'0"(VERIFY)
EXIST. 12° FNDN. WALL. TOW= 99' -4"
114 DOWELS. GROUT INTO EXIST. FOOTING.
7-7
EXIST. W14x22
SEE DET12 ON S3 FOR FIELD CONNECTION
OF EXIST. W12x16 TO EXIST. BEAMS
MODIFY EXIST. 8" JOISTS
SEE DET. 3 ON S3.
EXIST. w1 <x22
iW10x12
EOI:Twl022
l'
9' -5 1 /2"
EXIST. W12x16 TO BE MOVED 4' -0 ° +- SOUTH
FROM EXISTING LOCATION. T.O.B. ELEV. -3' TO ALLOW
FOR 3" JOIST SEAT....
SEE DET. 11 ON S3 FOR FIELD CONNECTION
OF NEW W10x12 TO EXIST. BEAMS
NOTE: FIELD VERIFY REQUIRED OPENING FOR CHUTE
AND STAIR. ADJUST AS NEEDED.
SEE DET. 11 ON S3 FOR FIELD CONNECTION
OF NEW W10x22 70 EXIST. BEAMS
MODIFY
EXIST. 14" JOISTS
SEE DET. 3 ON 53.
-9,
1/2 1/2"
EXIST. W16x31
T 0 B ELEV. -3" TO ALLOW FOR 3" JOIST SEAT.
MEZZ. FRAMING PLAN
NORTH
SCALE: 1/16"=1. -0"
43 U- SHAPED TIE
AROUND ANCHOR =15"
BOLTS IN MORTAR
JOINT.
-
BEAM TO BEAR CONT.
ON NEW BLK. GROUT
AS NECESSARY
W12x16
(2) 1/4 "x10 "x6"
P (1 EACH SIDE)
FIELD DRILL HOLES IN EXIST
W12 TO ACCOMMIDATE NEW
3/4" o ANCHORS
(1) p5 VERT. FULL -
HEIGHT OF WALL
(W/ #4 DWL. INTO
FTG. TO MATCH)
GROUT CELL SOLID
(2 3/4" DIA. ANCHO
BOLTS W/ 4" HOOK.
EMBEDDED 1' -4" INTO
WALL BLOW
(1) p5 VERT. (W/ #4
INTO FTG. TO MATCH)
GR UT CELL SOLID
150# ® EA. CORNER OF RTU. REFER TO
ROOF PLAN, AND NOTE 7 ON THIS SHEET.
2 (2) 3/4!''''87:1718A. WAIN CCHOONRTS . 1E/A4 . "xE1N1D P® L . B
EARING.
POCKET EXIST. WALL TO ACCOMMODATE NEW
LINTEL. GROUT MIN. TWO COURSES BELOW BRNG.
PLAN
NORTH
FOUNDATION PLAN
SCALE: 1/16"=1.-0"
23' S°
SEE DET. 12 ON S3 FOR FIELD CONNECTION
OF EXIST. W12x16 TO EXIST. BEAMS
T.O.B. ELEV. -3" TO ALLOW FOR
3° JOIST SEATS.
23' -5"
SEE DET. 11 ON S3 FOR FIELD CONNECTION
OF NEW W10x12 TO EXIST. BEAMS
NOTE: SEE ARCHITECTURAL FOR LOCATION OF
NEW AND EXISTING MASONRY WALLS.
EXIST. W12x16
EXIST. W12x16
•'JD OF CONC
E., WALL
ROOF FRAMING PLAN
SCALE: NONE
i
\O
t�
ti=
EXIST. W24x84 I EXIST. W24152
EXIST. W12x16 TO BE MOVED 3' -1 " += MODIFY EXIST. 14" JOISTS
WEST FROM EXISTING LOCATION.. SEE DET. 3 ON S3.
PLAN
ST
W1 Ox12
12' -11 5/8"
- EXIST. W8
NEW TS 4x4x1/4 COL. W/ 3/4 "x10 "x10" B.P.
NEW 3'- 0 "43' -0 "x12" FTNG. W/ (3) #5's EA. WAY
SEE DET. 4 ON A3
NEW 8K1 STEEL JOISTS
NEW 2.5" CONC. SLAB ON .5" METAL DECK.
REINFORCE WITH 6x6- W1.4x1.4 WIRE MESH.
REINF. EXIST. W18x40.
SEE DET. 9 ON 53.
NOTE: FIELD VERIFY REQUIRED OPENING FOR CHUTE
AND STAIR. ADJUST AS NEEDED.
NORTH
17 COL. SEE DET. 10
EXIST. C12x20.7
■
MEZZ. FRAMING PLAN
SCALE: 1/16"=1.-0"
ON S3.
EXIST. IC12x20.7
0
EXIST. C12 20.7 EXIST. C12x20.7 E C12x20.7
TOS = 123'0^
•
WI 12
W10x12 W10x1.. y 11111
M WAS i pp77WWypp
®
�r
.... v LINE o o
8 EQ. SPACES o7' -10 3/16" = 62' -9 1/4"
2.9
RO
RE
X L
BE
W10x12
W10x12
TO5 = 123'4"
9' -5 1/2
12' -11 5/8"
PLAN
6cxxpeee866 7.2
\PI
NORTH
ROOF FRAMING PLAN
SCALE: 1 /16 " =1' -0"
O
O
RECEIVED TUKWI
Clry OF LA
MAY 1 7 1995
PERMIT CENTER
Dote
2
3/19/92
3
3/19/92
4
6/22/92
Revisions
Description
ADDENDUM D
ADDENDUM E
BULLETIN j6
Drawing References
No
Drawings
51
GENERAL NOTES
S2
FRAMING / FOUNDATION PLAN
S3 FRAMING / FOUNDATION DETAILS
ISSUED FOR BIDS:
01 -31 -92
ISSUED FOR PERMITS:
02 -12 -92
CADD NAME: TP9ISO5 PROJECT NO.: 262991
DRAWN BY: BTH CHECKED BY:
PROTOTYPE DESIGNATION: 1991 REV. 3.91
THE
WBDC
GROUP
10:'L 112L:( TI 01:.
I'I ..INNINI�-
I N1 INI 1 1)51,
IN 1101(111,
50 MONROE PLACE
GRAND RAPIDS TELEPHONE (616) 235 -6000
MICHIGAN 49503 FAX (616) 235 -6132
r•vs .A. vs
Notional Office
461 From Road
Paramus, NJ 07652
(201) 599 -7800
GEOFFREY
This drawing is the Exclusive Property of
TOYS "R" US. The information shown may
not be used or the Drawings Reproduced
without permission of TOYS "R" US.
Location
TUKWILA, WA.
Drawing Title
FRAMING /
FOUNDATION PLAN
Scale AS NOTED
Dote 01 -31 -92
Sheet no.
S 2 /4_,R)
SAW ;_- OR S .-APED
CONTROL ,ON'c
N-RACTO -S OP_.ON;
SLAB JN GRADE
W W F
�-
_.PANS,ON JOINT M4-_ t- ___
X
NOTE:
SAW CUT SLAB 'MTHIN 12 ■O..;RS
AFTER SLAB HAS BEEN PLAE=D.
CONTROL JOINT
S_A? :,N GRADE -
SLAB JOINT DETAILS
3/16/
A - A
TYPICAL COLUMN BASE
CL 103. -A- 11
raj
NY
CONCR RcS
�fr� SEE DW
�
ilnu� '. SLAB ON DE -
�Ir SSE SL - HEDL�! E
-erM .E ill
r
ri
• A
B — B
p5 0 32" 0 C.
1/2" FREMOLDED FILLER
SIDEWA., -SEE SLAB
SCH DuLE
2
T.S. CO__ M•.
BOND C 's
w/ (,) ac _ONT_
BETWEEN __-,_AANS
12"x16' CONC ,ASTER
REINF W/ A ) #6 VERT
DWLS & g3 TIE_ 0 12" OC
}
`COTE: OMIT PILAS'ER IF
-OP OF =TG. EL, =
DALE
MATCH
ALTERNA -E
�CTC
SCALE: 1/2 " =1• -0"
4,0
TYPICAL RTU SUPPORT
_ON'CRE' 3_ CK
MASONRY WALL
TS 4%4x1 /4 WITH
3/4 "X10 "X10" BRNG, PLATE
W/ (4) 3/4" DIA. ANCH. BOLTS
(SEE DETAIL 4 ON A3)
4 ANCHOR BOLT
BASE PLATE
11 /:
TYP
2 ANCHOR BOLT
BASE PLATE
TS 5%5X5/16" W TH
3/4 X7 "X11" BRNG. PLATE
w/ (2) 3/4" DIA. ANCH. BOLTS
0
TYPICAL BASE PLATE DETAILS
(1) g5 CONT OVER OPENING: EXTEND
2a" PAST Ea. SIDE OF OPErvING.
LINTEL AT
GRID LINE 5.2 ONLY
' '31.6
TYPICAL STEPPED FOOTING DETAIL
NOTE: TOP FLANGE OF BMS. &
PLATES NOT SHOWN FOR CLARITY.
STEEL LINTEL.
SEE SCHEDULE
g3 - SHAPED TIE
APOLND ANCHOR 15
Ba-s IN MORTAR
JON
BOND BEAMS w • ; gfi GON-
A' -p- MA+ ._'- SPACING
5.3.,/A ( :ANT
USE FULL PENETRATION
' WELD FIE_C SAUCES
BS
@ 4-0'
0 0. IN VEP' _300 SLOT ' E
HOLES.
g EACH AN'C_'R BOLT
DP ? _ AN
, -WELD DECK ", ANGLE
,
5 ?EYM A
BEAM BEYONC
BOND BEAM A
) #6 CO,
BETWEEN :;_._Mks
g6 0 32- 0.
(CENTERED .N
AF 48 EAF _ AME HERS INTC
2" BLOCK
RS
3/4" GROUT
8 BEARING
(I) g5 VERT =ULL-
HEIGHT OF wAL_
(W/ A4 DWL INTO
FTG. TO MUCH)
GROU- CELL SOLID
(2) 3/4" DIA. ANCHOR
BOLTS W/ 4" HOOK.
EMBEDDED 1' -4" INTO
WALL BELOW
%(1) T g5 VE/ 4).
INO FTG. RT TO (WMATCH) DWL
GROUT CELL SOLID
TYPICAL LINTEL
BEARING
12" CONS. BLOCK
HORIZ. JT. REINF
16 "O.0
SIDEWALK SEE
SLAB SCHEDULE
E�. Ei
g6 0 H32" ..
FULL T. OE OC WALL VER'
BOND SEAM W/
'
FULLHT - OF WALL
SLAB ON GRADE
SEE SLAB SCHEDULE
g4 . DwtS. TO
MATCH VERT.
ALTERNATE HKS.
(4) g4 CONT,
SECTION
SCALE: 1/2 " =1' -0"
1/2` METAL DECK -
® 18" O.C.
2L3x3x1/4 CLIPS, FIELD
WELD TO EXIST. BEAM_
10 BEAM -
SEE PLAN
BONG BEAMS W/ (11 g6 CONT..
@ 32"
*079
EXISTING BEAM
SEE PLAN
TS5x5
COL.
C. BEAM - SEE SECT. 7
ON SHEET S3
SECTION
SCALE: 3/4"-1.-0-
WIO BEAM -
SEE-PLAN
EXIST. CHANNEL -
SEE PLAN
2L30x1/4 CLIPS. FIELD
WELD TO EXIST. BEAM.
SECTION
N.T.S.
EXISTING JOIST
-OP NEW 8" CM, SEE ARCH FOR .„_4 ION.
SECTION
SCALE: 3/4"=1.-0"
EXISTING JOIST
CUT
LINE
VARIES
(FIELD VERIFY)
4' -0 "0- FOR 8" JOISTS, SEE PLAN
VARIES FOR 14" JOIST, SEE PLAN
(FIELD VERIFY)
tirdir
MIN. 2"
OF WELD
(2) L 1/441 1/4x1/4"
/2
/1
SHIM TOP CHORD 3 1 W
\\ (2)Ll 1/2A 1/x6 x 4" LONG
DASHED LINES REPRESENT
PORTION OF J015T TO EBE
1/8
IN. 2"
F WELD
EXIST. TOP CHORD
2'xl/2'
TYPICAL
1/8 I/O 0 4 1 /2 "O.C. EA. SIDE
(2) L 1 I /2x1 1/2X3/16"
EXISTING WI 8X40
CONT. 1/2 "X8" PLATE
SECTION
N.T.S.
CO, . 1/4'X8" PLATE
EXISTING W8X17 COLUMN
SECTION
N.T.S.
DETAILS SHOWN ON THIS SHEET ARE APPLICABLE THROUGHOUT THE DESIGN
=RAWNGS- THESE DETAILS ARE DEFINED AS GENERAL STANDARDS THAT
RE USUAL NOT IDENTIFIED B, SPECIFIC REFERENCE WITHIN THE
IR A WINGS. THESE DETAILS MA BE MODIFIED OR SUPERCEEDE^
C,FC OE TA -.A- ARE RE ERE, ED WITHIN THE DRAWNCS
OENLARGED DETAIL
N.T.S.
12X16 1/8
OR W8X15
REMOVED
EXIST. 020P CHORD
R 2 "xt 2"
21r
TYPICAL
1 /8r 1/2" 0 4 1 /2 "0..EA. SI
OENLARGED DETAIL,'
N.T.S.
JOIST MODIFICATION
COPE BEAM TO ACCOMODATE CONNECTION
(2) 3/4" DIA, BOLTS
3/16
(2)L3x3x1/4 x 6" LONG
EXIST. 814, W16, OR 821. SEE PLAN
SECTION
N.T.S.
Revisions
Do
Description
2
03 -10 -92 ISSUED FOR ADDENDUM "D"
3
03 -19 -92 ISSUED FOR ADDENDUM "E"
Drawing References
No
SI
S2
Drawings
GENERAL NOTES
FRAMING \ FOUNDATION PLAN
ISSUED FOR BIDS:
01 -31 -92
ISSUED FOR PERMITS
02 -12 -92
CADD NAME: TP91502 PROJECT NO.: 262991
DRAWN BY: BTH CHECKED BY:
PROTOTYPE DESIGNATION: 1991 REV. 3.91
THE
WBDC
GROUP
11.1 11111.1 11 1.1
II 11,1,11,1,
N111,111.11,1;
IN II Ill: 111k
50 MONROE PLACE
GRAND RAPIDS TELEPHONE (616) 235 -6000
MICHIGAN 49503 FAX (616) 235 -6132
TOYS W VS
National Office
461 From Road
Paramus, NJ 07652
(201) 599 -7800
GEOFFREY
This drawing is the Exclusive Property of
TOYS "R" U5. The information shown may
not be used nor the Drawings Reproduced
without permission of TOYS "R" US.
Location
TU K WI LA, WA.
Drawing Title
TYPICAL DETAILS
Scale AS NOTED
Date 01 -31 -92
Sheet no.
S3 I