HomeMy WebLinkAboutPermit MI2000-163 - FOSTER LIBRARY - REROOF• FOSTER •
LIBRARY
•MI12000-163
• '�►
l % � i N T : O P P0 .E E ING A Y rH tIP OWN _
i• . ) N BEGINS BEFOPE PfF EPL -P s:i : PIPES.
(206) 431-3670
Gomr urnity,Qe.velopmen =, Pg11fc:Works • 6300 Southcenter Boulevard, Suit¢- ,120011 !L,Tukwlla, Wpshingto i 8188
Address: 1 4G 7r r9 AVV
Suite No
Location:
Category: NSFR
Type: MI "SCPERM
Zoning: LOP
Con`s- t Type:
Gas/Elec.:
Units: 001
Status: IS':,iiED
i s Sued : 0,3 09/2000
Exp 't, re:: 02/05/2001
O,.rupanc:v: LIBRARY
UBC: 1997
Fire Protection:
Setbacks: North: .0 South .0 East: .0 West:
Water: N/A Sewer: N/A
Wetlands: Slopes: Y Streams:
Contractor License No: JPLCOI *00202
.0
OCCUPANT FOSTER LIBRARY Phone:
14475 59 AV 5, TUKWILA WA 98188
OWNER CITY OF TUKWILA
6200 SOUTHCENTER BLVD, TUKWILA WA 98188
CONTACT TOM PULFORD Phone: 206- 433 -0179
6300 SOUTHCENTER BL, #100. TUKWILA. WA 98188
CONTRACTOR J P L CONSTRUCTION INC .
13013 1 l th ST NE, AUBURN WA 98002
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Permit Description:
RE -ROOF EXISTING LIBRARY.
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Construction Valuation: t 30,000.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /r.SS: N
Fire Loop Hydrant: N No: S ire(in) : .00
Flood Control zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: •End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private:
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: Public:
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TOTAL DEVELOPMENT PERMIT FEES: t. 399.25
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Public:
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Permit Center Authorized Signature:. _______ Date:/?-0(?
I hereby certify that I have read and examined this permit and know the tame
to be true and correct. All provisions of law and ordinance: governing this
work wi l 1 be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of rk . I ant authorized to ign for and obtain this
dovca l opment p r r t.
1/; Date:
Print. Narne:..�.A—Oft
This permit shall become null and void if the work is not commenced within
1l0 days from the date of issuance, or if the wor$; is suspended or abandoned
for a period of 180 days from the last inspection.
It
r 'TUKWTLA
se :_ 14475 b9 AV
.0 1.01
Tenant:
Type: tIISCP[ Rf4
Parcel ii : 336590-1275
Permit No: M12000.163
Status: ISSUED
Applied: 07 /12/2000
Issued: 08/09/2000
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Permit Condit. ions:
.1'. No changes will be made to the plans unless approved by the
Engineer and the Tukwila ,Building Division.
2.. All construction to be done in 'c'onformance with approved
r plans and requirements of the Uniform Hui 1 di ng Code (1997
,Edition) as arrreridod, Un i forr Mechanical Code (1997 Edition),
.and Washington, State: energy Code :0997 Edition),
Validity of :Permit', :. The iss`t,ance of: :a permit or app r:oval of
'planet speo;l °f i ca t i orls, and computations shall, not be con-
(trued to be ;a `Permit for or an approval oft any violation
of any/of: ons of the bui iding code or Of any
other ,'Ordinance ofthe jurisdiction. No permit presumingto
give - 3u;thority to-violatt Or cancel the provisions af;this
code 3h 31:1, oa valid
•
A114bairn l ts, i nSpect 1 on records; and approved plops shall be -.
h av& I.)oh 1e of the ,job site prior to the start of any cone
str,iot icon..-These documents,` are to be :.maintained and +avai t -e
abl; tt unti 1 final inspection appr•ova1 is granted.
i�p
Permit No: MI2000 -163
Project Name: FOSTER LIBRARY
Address: 14475 59 AV S
Suite:
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CITY OF TUKWILA
REROOF CONDITIONS
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THE FOLLOWING CONDITIONS WILL APPLY TO RE -ROOF PERMITS..
A11 re roofing projects, will be ' accomplished in compliance with
Append x Chap ter 15 of the Uniform C3ir i l d i ng . Code (UBC) .
InspootionsA
''New:-roof coverings shill not be applied without, f1rSt
'obtaining a prey - roofing, inspection from thn.Eruilding`..
D1vis`yon: end written approval from the Building +Inspector.
The- preroofing inspection shall: pay particular-attention to
evidence of accumulation of water. Where extensive pending
of water As apparent, an analysis of the roof structure for
compliance with Section 1506, UBC, shall be made and
corrective measures, such as relocation location of roof drains or
scuppers, resloping of the roof or structural changex,,,shall
beA accomplished. An inspection covering the+. above 1 lstod
top a of prepared by a qualified special inspector, as
determined by the Building Official, may be accepted in lieu
of the;; prey i nspect ion by the Building Inspector.
final inspection and approval shall be obtained from the
u,i 1ding Division when the re - roofing is complete. As a
o t d i t i on o.f the final inspection to, 'roofs that resqu l re a
f fte ret1W0a,nt r oof covering under the prow is i ens of Table
15.41907 A UBC, they roof i ns to I l i r she 1 1 prov i du the
ihsPe ,tor' with a written statement indicating ,the following
(or sorrra�tI) I ng similar)(
1 HAVE INSTALLED A ROC M MURAHI A SEMBL.Y, INCLUDING INSULATION IF
APPLICABLE, CONSISTING 01 ( IIANUFACTUJRER),:.SPECIFXCATION # ,._, DATA
S T ENCLOSED, WHICH MEETS OR EXCEEDS THE REQUIREMENTS FOR CLASS A
OR' CLASS B ROOFS. THIS ROOF WAS INSTALLED AT (ADDRESS) , UNDER CITY
.C►F TUKWILA PERMIT NO.
cT.he statement shall i;nc;lude the name of the roofing company that
installed the roof, signature of installer and date,)
CITY OF T -'KWI LA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
Project Number:
Permit Number.
R STAI i USE ONI Y
•s9
w
Miscellaneous Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
Project Na e/Tenant: c �.(j y�
Description of work to be done (please be specific):
goer e
Va ue of Construction:
i
=ova Ground Tanks Antennas/Satellite Dishes Bulkhead /Docks Commercial Reroof
❑ Demolition ❑ Fence ❑ Manufactured Housin •Replacement only
❑ Parkin Lots ❑ Retain W
ing alls ❑ Temporary Facilities Li Tree Cuttlna....
Site ALflresr s-ct.
ve s
City State/Zip:
Tax Pa eel Number:
Address:
Property Owner: G `.r,,,
a r � IL
City /State/Zip:
Phone: ( )
Street Address: �,,�
C-W
c7CJ
f Lv 12,
7
City State/Zip:
Fax #: (
Contractor:
Phone: (
Street Address:
City State/Zip;
Fax #: (
WI *OW
t f Q , L' frii n
�`-'1./
Phone: ( )
Street Address:
City State/Zip:
Fax #: ( )
Engineer:
Phone: ( )
Street Address:
.
City State/Zip;
Fax #: (
Contact Person.,.�
?CIL
Phone; (240. ) Lin `cn'e„1 ei
Street Address: (.0,�
k, „6A C am; -ba r
_.
iitf y�tate/Zip:
Fax #: ( ) will M 4 618 s„
MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE • (JESTED: (TO RE FILLED OUT BY APPLICANT)
Description of work to be done (please be specific):
goer e
i
Will there be storage of flammable/combustible hazardous material in the building? ❑ yes Fli no
A�ttaccl, l i s t of materials and s t o c locati o arate 8 1/2 X I I Japer Indlcathl8 ',amities & Material Snfe. t ata Sheets
i
=ova Ground Tanks Antennas/Satellite Dishes Bulkhead /Docks Commercial Reroof
❑ Demolition ❑ Fence ❑ Manufactured Housin •Replacement only
❑ Parkin Lots ❑ Retain W
ing alls ❑ Temporary Facilities Li Tree Cuttlna....
APPLICANT RE
VEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS
U CHltnnollzatlon /Striping Curb cut/Access/Sldawalk Fire Loop /Hydrant (main to vaull)a :_ Sl o(s):
❑ Flood Control Zone ❑ land Altering: 0 Cut cubic yards 0 FIII cubic yards 0 sq. (t,grading/clearing
❑ Landscape Irrigation ❑ Sanitary Side Sower 11: _• ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt # Slze(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent #- Slae(s) :.�
❑ Water Meter Temp # Est. quantity: -- gal Schedule:
❑ Miscellaneous Moving Oversized load /Hauling
MONTHLY SERVICE BILLINGS TO:
Name:
Phone:
Address:
City /State/Zip:
0 Water
0 Sewer
0 Metro
0 Standby
WATER METER DEPOSITIREFUND BILLING:
Name:
Address:
Phone;
City /Sta e/Zip:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant, This figure will be reviewed and is subject to
possible ievision by the Permit Center to comply with current fee schedules.
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 107.4 of the Uniform Building Code (current edition), No application shall be extended more than once.
Date i�ioI t= O
9/9/99
ndscpmtdoc
Date a licatk res: 0 1
Appli lion t gyits)
,ALL 9R0WWNCQ SH4Li B4 AT A LEGIBLE SCALE AND NEATLY DRAWN
BUILDING Sin PLX1•15 AND UTILITY PLANS ARE TO BE COMBINED
> ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
> STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED
STRUCTURAL ENGINEER
• CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.)
❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not
available at the time of application, a copy of this license will be required before the permit is issued, unless the
homeowner will be the builder OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorised 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
PormItepplleatlon and obtain the pormit will be ropulrod as part of this submittal,
1 HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PER JURY AY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING J ,,L,1: 0
S(JIT:11II API'I I( AIION \NI) REQUIRED ( III( MISTS IO
Above Ground Tanks/Water Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to diameter or width which
exceeds 2:1
PERMIT REVIEW
Submit checklist No: M -9
❑
Antennas /Satellite Dishes
Submit checklist No: M -1
❑
Bulkhead /Dock
Submit checklist No: M -10
in
Commercial Reroof
Submit checklist No M -6
❑
Demolition
Submit checklist No: M -3
0
Fences - Over 6 feet in Height
Submit checklist No: M -9
in
Land Altering/Grading/Preloads
Submit checklist No: M -2
❑
Miscellaneous Public Works Permits
Submit checklist No: H -9
in
Manufactured Housing (RED INSIGNIA ONLY)
Submit checklist No: M -5
❑
Moving Oversized Load/Hauling It.i 1t6, —
Submit checklist No: M -5
❑
Parking Lots 'r'' .
Submit checklist No: M-4
❑
Submit checklist No: M -1 .
0
Temporary Facilities
Submit checklist No: M -7
❑
Tree Cutting
Submit checklist No: M -2
❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not
available at the time of application, a copy of this license will be required before the permit is issued, unless the
homeowner will be the builder OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorised 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
PormItepplleatlon and obtain the pormit will be ropulrod as part of this submittal,
1 HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PER JURY AY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING J ,,L,1: 0
. UTHORIZED AGENT:
Signature :011r '
Date:
Print nam ,. pa
•
Phone: (WA 1 (470, .� j t p1
Fax #: Q.o(.
) +f,(- sj(s 4 5-
Address: CZ
oa► ctiti ,,✓4
Is vo.
City /State/Zip: fi .mit c./.. W 4
,:ts,i es
usizcpnu.dbc
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►r •
CITY OF 1 KWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
IN M -6
Submittal Checklist
Miscellaneous Permits
REROOFS
RESIDENTIAL REROOF: Single - family structures are exempt from reroof permitting unless roof
structure is to be repaired or replaced, in which case a Residential Building
Permit is required.
COMMERCIAL REROOF: If roof structure is to be repaired or replaced, a commercial building permit
will be required.
Req'd N/A
Document Requirements
Narrative describing existing roof, material being removed, and material being Installed.
Pre - rooting inspection required by U.B.C. Appendix 1616.2.1.
1. 1994 Washington State Non - residential Energy Code requires documentation showing
roof insulation conforms with W.S.E.C. Section 1132.1 Exception #8, Documentation must verify one
of the following.
ajhe euublect roof le cwrentiv_Insuiat or conforms otherwise with the W.S.N.E.C.
b) The roof will be Insulated to conform with the required W.S.N.E.C. R- values.
2. Roofing manufacturers specification and listing for fire retardant rating.
3. U.B.C. APPENDIX SECTION 1516 - BUILT -UP ROOFS: 1518.1 General. Built -up root
covering shall be completely removed before applying the new roof covering. New roofing
conforming to Section 1603 shall be applied except that when the new roof is to be applied directly to
a nallable deck which has residual bitumen adhering to it, a rosin -sized or other dry sheet shall be
Installed • rior to the installation of the new roof s stem,
EXCEPTION: The building official may allow existing roof coverings to remain when
inspection or other evidence reveals all of the following:
1) That the roof structure is sufficient to sustain the weight of the additional dead Toad of the roof
covering.
2) The roof deck is structurally sound.
3) Roof drains and drainage overflows are sufficient to prevent extensive accumulation of water.
4) The existing roof covering is securely attached to the deck.
5) The existing insulation is not water soaked.
6) Fire- retardant requirements are maintained.
NOTE: A certification letter is required prior to final inspection and sign -off of the permit.
9/9/99
apps1m -6.doc
r; 4
CITY OP TUKWILA, WA , TRANSMIT
TRANSMIT Numbers R9000036 Amount: 119.01 09/00/00 15s55
Payment Methods ,CMTCK Notations ROY CORPORATION Init.*. RLH
$40 4111 v t* ,11 • • i• at• •• 910 OS • ••■• sal .0 • • • OYS •041 • • .1. 41. 4,6 *Mr AS .0. A* s • • Ar 4ay,4i 4e4t*
• Ptrmit P1 M2000-163 Types 4-0ECH MECHANICAL PERMI1
Parcel yls 736060-0220
Oita • Addre s 13739' 41 AV 13
Total Focal 119.01
Thlu P $41mnt 119»01 Total ALL hats* 119.01
ORIAACO, • .00
*064** 4144"*****4444**#14*14164'14***#09i#44-00A4******4,04644-#4.4****0***
Account Cod* ,
000/345.930
000/322.100
DeoceiptIon
PLAN CHECK - RES
NECHANICQL • RES
•• •*I II 0
W.. 4. . W 00 IV 0
Amount
23.96
93.05
7780 09/11 9710 TOTAL 2963..87
Aft
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7i .4 * *AA *Ak7T****4. R.*4.4
*4* ;4****84444i4* * *.. %A4 * *ItkP*•AAfAkh rikAi
4 1 6MIl UIIbtrr , R9800121 fmrut.i : 07/18/00 001 47
• ' t y *c
14a t h a d t ACCT l4 t i t i tJ r, t Tom Puurtmo ;mitt 14 t? t;
•$ • : t.. w L. •• r . r •. a.. t 1, 11 w +... • . r. �. r. • •. w .. N n <. r w w..0 w U .. r. . a r- •w a. •• r rr .: r % b .i..a. .. b . .. .. •. • ••
hir 1$ Oat tt12+300-1 ;i Typo: ti19C1'(;11il 111s10111.r ;H1.0149 P1.12t4I"i`
-NP (All No: 316S90-121,5,
ite Adcl►\n„ t 11473 39 iw 13
i Fi i t Nt'yiio.nt, 39' '. 2t 1 t, t•k 1 ALL rot
r 1r `1
na1i►11cat .00
Ak4ht4��4!**414EMI+4 * 0A0A4 4Ak* F0A* *4A**1,AAA4,A *4.41?4A0At4A. *rA#**
11ct:ounll Coda l)ngur i 1it i on iaaPntii►I
-000/30004 J44 UU [LDING 13litt('Ii 4ftfC 4.30
Of • . w 4. • r: • 1• .✓. •, N • • • . • . 1+ t • •. lit a i F - .M ar • • •4 a+: I. 1+ • M • an A !
30 3/ 59!-t/ 19o/ (n 3I
6047 07/i9
9717 TOTAL 0.0O
9
r 1 INSPECTION RECORC''
+r �' Retain a ropy with permit''
INSPECTION NO,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 981884
PERMIT NO,
(206)431 -3670
Project: T. a of Insp ction�
Address Date tali d:
Z� .:•
pecial instructions: D e w: nted: a.m.
Reque. •�■.-
M
Approved per applicable codes, J Corrections required prior to approval.
COMMENTS:
Inspector
Date:
CD $47.00 REINSPECTIAN FEE REQUIRED, Prior to inspection, fee must be paid
at 6300 Southcenter Blvd„ Suite 100. Cali to schedule reins ection.
Recolpt No: Data:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
(206)431 -3670
Project:
Type of���p
Addre s: —
Date ca e ' :
Special instructions:
Date wante.'
a.m.
Requester:
Phone:
Approved per applicable codes.
Corrections required prior to approval.
$47,00 REINSPECTIO f EE REQUIRED, Prior to inspection, fee must be paid
at 6300 Southcenter Blvd, Suite 100. Call to schedule reins ection,
Receipt No: ., Date:
4- HA= .A�s:7
ig
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431-3670
Project:
Type 4, lnspe ion:
Address:
Date called:
Special instructions:
Date wanted.
'�C1
�-7"
A'
it.
Requester:
Phone:
KApproved per applicable codes,
Corrections required prior to approval.
$47.00 REINSPECTIO ' SEE REQUIRED. Prior 10 Inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reins'ection.
Date:
4;
INSPECTION NO,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,
INSPECTION RECORD
Rein a ropy with *limit
PER I- NO.
(206)431-3670
Project:
Type of pect n:s.
Dat ca le
I'm s:
fr
7
Special instruc lo
/
:
,
Date wanted.
4.41
i 1
a. I.
dira era
Requester:
""
Phone:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
41111W,_. ...ki
Date: 3 f
7,00 REINSPECTIO (E REQUIRED. Prior .o inspection, fee must be paid
Inspect
r •-a)
at 6300 Southcenter Blyd., Suite 100. Call to schedule reinsuction.
Receipt No: Date:
:A. :4 •i• • ;1: -
44.
From: Roger Running
To Betty Gray
Date: 7/17/00 2 :33PM
Subject: Re: Fwd: $$$$$$$$
03-594-190-63.48
07/17/00 01:51 PM >
PROJECT MANUAL
FOR
City of Tukwila
k . ila Li
rar
Roof Replacement
Project No. 99 -BG08
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'1411111 ►i. .- . � . , .,�; rill ' ' - ..-- -' .-., .. , - r- : ,.. -L-:__ ,_ - ,...:,....;._ ;- - --...f. _ . .. ..,.- -.....r. ,, ,.,.,____.---,, ,..... _77_ .......7._:. --;" -:' _,.....1.;-"" - ---: -" ;" 717; r :-.... - • -':-:'---'--- *:'_ .......... - " -- ' "f. , .......i..2.- -- . ' - ' - ,, ... ,, a 0 .71--... if....1. io ri-......... ' '' ;.----- . ; . • i...-,--- .....?......0%::: .....-1 ..5i...; i i 1 1 1 ir' - - ,,..,.4,' ♦ _+.f►�- ....-r_.�+.•-- �:nfii+ -dam'• .. .0+"_di"..a
, • 0 u=:: -... ,-- - r :- ..........- .... i . a ..'''. - '11°.'-_- - ...",'" "a" ir'd 1 if, " 611 i..".. ..4:- /
ace \� CITY OF TUKWILA
c ��a /aQ�a� et 6T00 Southcenter Boulevard
e a"�4�apci el Tukwila, Washington 98188 • t
aid ( ",('`. July 3, 2000
�u'� �5 a � GQ��.
Q�dQ4�P
1 1 ��QD
aV1. Mt)��'�
RECEIVED
CITY OF TUKWILA
JUL 1 2 2000
PERMIT CENTER
SECTION 01010 PAGE 1
SUMMARY OF WORK
PART 1 - GENERAL
1.01 SUMMARY OF WORK
A. The Project Work is summarized and may not include specific reference to all
incidental work elements required to complete the contract.
B. Accomplish all work described in the Contract Documents (Plans and specifications)
for the General Construction Contract known as Tukwila Library- Roof
Replacement. The Project Work includes, but is not limited to the installation of,
all work associated with the following tasks. However, the Contractor shall fully
satisfy himself /herself in regards to the estimated quantities shown:
1. Mabjlization and demobilizat1,4j
Deliver, store, and remove all equipment, material and personnel necessary for
construction.
2. Demolition:,
Removal and disposal of existing roof systems and related accessories including
continuous gutter and downspouts. Removal and disposal of red clay brick
chimney and miscellaneous steel bracing. Remove and dispose of rotted,
damaged and as directed in the project documents, wood building components.
3. The General Work
Installation of new roof systems including but not limited to: preformed metal
structural ties and fall protection anchor devices, installation and replacement of
strip sheathing, plywood deck, roof systems, minor prime painting including
preparation over paint containing lead, sheet metal flashings, attic vents and
etc...
1.02 CONTRACTS
A. There will be one contract for the Project, which includes the Work described in
the project manual and drawings.
B. The Contractor shall provide all items, articles, materials, operations or
methods listed, noted or scheduled on the drawings and /or herein, including all
labor, equipment and incidentals necessary and required for proper and timely
completion of the Work. Contractor shall use new materials unless specifically
noted or directed.
RECEIVED
CITY OF TUKWitA
QJB1 °1l2 2000
PERMIT CENTER
SECTION 01010 PAGE 2
- SUMMARY OF WORK
1.03 CONTRACTOR PERSONNEL
A. The Contractor shall employ only fit and skilled persons and maintain proper
order at the place of work and shall maintain the project site as a safe and secure
work place conforming to all applicable codes and regulations.
1.04 USE OF DOCUMENTS
Technical Specifications are enumerated in the table of contents of the project manual.
Numbering of sections is for identification only and may not be consecutive. Contractor
shall check his /her copies of the specifications with table of contents to verify that they
are complete. Notify the Engineer of incomplete copies.
1.05 CONTRACTOR'S USE OF PREMISES
A. Contractor shall limit his /her use of the premises for work and for storage
related to the project and in a manner, which allows for, Owner's use and
access.
B. Coordinate use of the premises under the direction of the Engineer.
C. Move any stored products, under the Contractor's control, which interferes with
operations of the Engineer at the Engineer's request.
1.06 NUMBER OF SPECIFIED ITEMS REQUIRED
Wherever in these specifications an article, devise or piece of equipment is referred to
in the singular number, such reference applies to all and as many articles as are
indicated or required to complete the installation. The number of unit bid items on the
unit bid schedule may not reflect the quantities of work depicted in the drawings. For
purposes of this contract and for estimating the bid, the estimated quantities in the unit
price schedule shall prevail.
RECEIVED
OITY OF TUKWILA
1.07 ORGANIZATION AND FORMAT OF SPECIFICATIONS
JUL 1 2 2000
PERMIT CENTER
A. Organization: Division Section and paragraph numbers, as listed in the table of
contents of the project manual and the items of work included under the
01010 -2
,64
SECTION 01010 PAGE 3
SUMMARY OF WORK
headings generally conform with "Masterformat" of the Construction
Specifications Institute. Numbering of paragraphs and sections is merely for
convenience and identification and may not be consecutive; the Contractor shall
check his /her copies of the contract documents with the project manual table of
contents and the page numbering as well as the list of drawings to be sure that
they are complete. Trade headings are used in the specifications for
convenience only. The Engineer is not bound to define the limits of any
subcontractors.
B. Format: These specifications are of the abbreviated or "stream- lined" type and
frequently include incomplete sentences. Word such as "shall," "shall be," "the
Contractor shall" and similar mandatory phrases shall be supplied by inference
in the same manner as they are in a note on the drawings. Phrases following a
heading for material or item of equipment and listing required features or
characteristics of the item shall be construed as meaning, "The item shall
be.,.," or "The item shall include...," and the Contractor shall provide all items,
articles, materials and operations listed, including all labor, materials,
equipment and incidentals required for satisfactory installation and completion
of the Work.
1.08 ADDITIONAL DEFINITIONS
The following additional terms are used in the contract documents and are defined as follows:
A. The terms "approved and "for approval" mean "approved by the Engineer" and
"for the Engineer's approval."
B, Where the terms "or approved" or "or approved equal" are used, the Engineer is
the sole judge of the quality and suitability of the proposed substitution.
C. The term "coordinate" means, "satisfactorily combine the work of all trades for
a complete and operating installation."
D. The term "directed" means "as directed by the Engineer."
E, The term "indicated" means "indicated or noted on the drawings."
F. The term "provide" means "furnish and install,"
G. The term "requested" means "as requested by the Engineer."
RECEIVED
CITY OF TUKWILA
JUL 1 2 ?Onf
PERMIT CENTER
01010 -3
°§
SECTION 01010 PAGE 4
- SUMMARY OF WORK
I1. The term "selected" means "selected by the Engineer" and is not necessarily
limited to a manufacturer's standard line of colors, finishes or details.
I. The term "submit" means "submit to the Engineer."
J. The term "recyclable product" means "a product or package made from a
material for which curbside or drop -off collections systems are in place for a
majority of City residents and /or businesses, to divert from City solid waste for
use as a raw material in the manufacture of another product or the reuse of the
same product."
K. The term "recycled content product" means "a product containing a minimum of
25% recycled materials except in those cases there the U.S. Environmental
Protection Agency has adopted procurement guidelines under the Resource
Conservation and Recovery Act of 1976 (Public Law 94 -580, 42 U.S.C. 6901 et
seq.). In those cases, the minimum content of recycled material shall not be less
than specified in the most current adopted issue of those guidelines."
(The percentage of recycled materials shall be as recommended by the product
manufacturer so as not to alter or compromise the quality and performance of
the final product.)
L. The term "recycled materials" means "post- consumer waster and /or secondary
waste that has been recovered or diverted from solid waste and that can be
utilized in place of a raw or virgin material in manufacturing a product. The
percentage of recycled materials shall be as recommended by the product
manufacturer so as not to alter or compromise the quality and performance of
the final product."
M. The term "FOIC: means "furnished by the Owner, but installed by the
Contractor."
N. The term "FOIO" means "furnished by the Owner and installed by the Owner."
0. The term "NIC" means "not in this contract."
PRODUCTS Not Used)
T 3 E CUTION Not Used)
END OF SECTION 01010
RECEIVED
CITY OF TUKWII.A
JUL 1 2 2000
PERMIT CENTER
01010 -4
n ix "B"
Miscellaneous details
RECEIVED
CITY OF TUKWILA
JUL 12 2000
PERMIT CENTER
.+
COR-A - VENT . istallation and Ins' nnation Guide.
Easy Installation: One person can easily install the handy four -foot COR -A -VENT sections, All you need is a hammer, circular
saw, chalk line, utility knife, tape measure and a caulking gun. Here's an installation overview for a standard pitch' gable roof application:
1. Measure a 3" slot, Iv each side of ridge centerline. This allows for a 2x
ridge board or smaller, Snap chalk lines the entire length of the ridge.
Cut slot with a circular saw and clean out debris, Set saw depth so as not
to cut roof rafters. Stop the slot 12" short of any ridge end, intersecting
ridge or obstruction (such as a chimney).
3. Continue applying COR•A•VENT, working front ends to middle, This
technique helps remove any dips or sag In the ridge, Align center with
previous pieces, making sure vent matches roof pitch before nailing. Continue
nailing until entire ridge Is covered. Use a utility knife to cut last piece to
length. Caulk where bottom edge of end caps rest on roof,
2. Nail one shingle cap at each end of the ridge, as with conventional
application. Slide end cap (E.C.•400) over exposed end on first and last sections
of 1,4600. Center first vent piece on end of ridge and nail through end cap and
vent, keeping end of vent t /z" from end of roof. Continue to tack nail first vent
piece. Place nails I/2" from ends, and 2" up from edge, 3 nails to a side.
Repeat this step for starter vent piece at the other end of the ridge, For V•300,
use folded end cap technique (see other side),
4. Center shingle cap on vent and nail. Nall line for cap shingles is to be
2" - 2' /t" up from edge. Continue nailing until all vent is covered with ridge
caps, Be careful not to overdrive nail, Nall head should be flush with top
of shingle, without indenting 1t. Pre•forming caps In cold weather helps
avoid cracking,
'Standard applications V•300 or V•600 - 3/I2 • 16/12 pitch. For steeper pitch/wide ridge beam applications see back side,
"Nail requirements for standard vent and ridge cap Installation: V•600. 21 /t" roofing nail. V•300. 1'h' (with 3 tab shingles installed on new cons►nuxlon or after complete roof rear oil).
1. Turn vent piece (V,300 shown)
over so routed slot is facing up.
Use utility knife to cut out a 'V .
shaped notch In one end of vent.
• .. Measure I /a' from end of vent
aid make a parallel cut through
bottom 3 layers. For V•600.
measure 2' from end and cut
through bottom 5 layers. Remove
loose pieces. Be careful not 10
cut off top layer!'
3, Fold end flap under and
secure with a roofing nail - 2' for
V•300 or 21/z' for 1.600. This
allows for the nail to penetrate
an extra layer of vent material.
4, Nail vent
instructions a
caulk be
vent and roorat both ends of
the ridge.
ILA
PERMIT CENTER
•
•
SHINGLE RIDGE CAP •
CORMENT V.600 W/COMP. SHINGLE
ROOFING, TYPICAL APPLICATION
FELT PAPER
SHINGLES
• ,i,,,,,,,,,,,Neet,...,x,,,etoov,..ffrinfew.v.,...rei,,,-Ter-ret,ve,•e-,./.,,•:,:eeese,etle,#`-',.Mrity,.4-t.,!,-..041,,,e1,=,:i"Vee..-rrt',,":4r.??Mtl..-,.,,
"'''' V Isf.t",-,,.,,,t.1.1•,.
'''...'"..,,*;,..'.•,
• •-,,,...,. 4kie,,,,,,,'"N.
. ':,-....',...
!A •";
4 ".„•.f.,
t,■
V.600
.;„4 •
4 '.44k.'4
`11 .
JrI COR-4A •
ROOF SHEATHING
TRUSS
TRUSS DETAIL
SHINGLE RIDGE CAP
V.600
•,0‘
SHINGLES
FELT PAPER
ROOF SHEATHING
1•0011
~r
1POIRINI10,6019 INIIMOIne
hi MP= 0 1.1100111•0111
,081~11 POIMININO
• IMPOP PINS M100111110, OOP
01/NO NMI 011 WO SNP 111•110111
WOW
- --.3? tril-SP-611.Mc.
•
ALTERNATE INSTALLATION
V-400 CAN U 0.114114.410 FOR
640 INSIMINION EXAMPUL
FOR SIELP POCH
APPIJOADONS OM 10/12 MICH
NOIE: FOR DIMEN310143 Of ALL
COOEAVvNI PROMOS
PILAU RIffil 10 PRAYING
CORiV
CORA-VINI, WO.
P0111014,02:100NAWAKA 40546 11
-042
104-11,17430)
-67t
C0444:YEN1
Roof ta, roles APNCAPON
mcisicci Rg pmworo
"Total Package" includes all the components
shown above. "roll Mentor" Likllne /Rope Grob
system, Full Body harness w /.hock absorbing
lanyard, hvo anodised red thread lockingg eoro•
bloom o durable tarry bog, and comprohenslve
instruction manual,
Shock absorbing lanyard is attached to home's
.. r ......,�..u..&•.
Here's why you'll want to purchase and use the "Total Package"
Wo take the guess work out of safety oquipmont purchases by providing you with a complete "Component Compatible"
system that complies with U.S. Dept. of Labor requirenments for Fall Arrest or Fall Restraint methods of personal fall protection.
Component Description:
Just Look at these Extra Sp.dc/ { ilvrss!
Lifeline /Roe Grab Knot — The "Fall Arrestor" system is a 12 strand, 5/8", 11,600 Ib, test roe, coated to reduce UV abr+sion, and
water absorption, It's fitted with a plastic eye thimble and the cleanest splice you'll find on any rope. Our Rope Grob Knot is th ��,,!!' '`co�� .; 'ble
p y CITY �Ln�ws
noninechanical deceleration device available.
Body Harness and Shock Absorbing Lanyard - Looking for lightweight and comfort that you can wear with ,o 11+sirlrt You've got it!
Our harness features a shock absorbing lanyard attached with a No-Hardware method. Suspender•type shoulder adjustment sus ll ��ide
range of user size, And there are no loose strop ends to get in your way. Pty
Attachment Hardware — Includes two high visibility red anodized aluminum thread
locking carabinors with each "Total Package" system.
Training and Instruction — These are the most important elements required for the
safe and proper use of fall protection equipment, Why? Because improper use can result in
serious injury or death. Our manual instructs you on the proper use, inspection, and mainte•
nonce procedures of our system. In addition, we provide manuals for Fall Arrest and Fall
Restraint anchorage systems, carabiner instructions and a training outline.
Carry Bag — No system is complete unless you keep it organized, The bag is water•
resistant and has a nylon zipper —•- with enough room to stows all the components.
What's the Sum "Total "? --- The "Total Package" is the only way to go, Lightweight
and easy to use, featuring quality and durability at an affordable price. And here's the best
part -- the entire system is "Component Compatible" and specifically designed for residen-
tial and Tight commercial construction. Contact your local safety equipment supplier or
building materials supplier and ask for the total package. It's all you'll need!
{
NO
Ne
(A.
SUPER ANCHOR
Fall Arrest Anchors
are the industry leader
in cost effedive,
easy -to- install
Personal Fall Protection
Anchorage points.
Er 14 Gauge Stainless Steel
Construction
t Dual Flashing System
100% Watertight
E ' Complies with
Fed. OSHA 1926.104b
C
•
Special Design Features Not Offered by Any Other Productl
• Warning label is visible to all users before and after installation and is protected
against deterioration by the stem cover,
'• Anchor installation is easily inspected from inside.
• If a fall occurs, the anchor will bend over and deform, making a visual inspection
easy from the ground. This will warn other potential users not to use the anchor,
If a fall does occur on the job, you'll want to know about it! OSHA 1926,104a
specifies replacement of any equipment subjected to in service use.
• Our patented stem design reduces shock loads on both the user and the
attachment point — something that rigid damp type anchors cannot do,
What is Your Plan for Dealing with Fall Hazards?
With rising industrial insurance costs, stepped up OSHA compliance, and costly fines,
why not use a product that is a "Total" Solution to fall protection?
Eosily installed at the framing stage or con be retro-fitted to any structure, Super
Anchor provides a tieoff point for all trades exposed to fall hazards on your job.
We include everything you need!
• Fall Arrest Anchors • Fasteners • Flashing Base
• Stem Cover • Plastic Tie • 4 Page Manual
Available in two sizes to fit all standard wood framing and
custom sizes for steel beams and wood Hoists, Contact your
local safety supply or building materials distributor.
Don't settle for anything less. Demand the best!
iuper Anchor Fall Arrest Anchors
•
are designed to perform! t .: t
¢.
Wa. 98biQ 1 2 °ii
Manufactured by: American Roof Inc. • 21808 N.E. 175th. • Woodinville,
Phone (206) 488 -8868 or Fax us at (206) 668 -1717
PERMIT ENTER
aw.w4w
v
8 w
• 07/05/00 WED 10:53 FAX 3808881 "7 AMERICAN ROOF INC
j
Q002
SUPER ANCHOR®
Instruction/Specification Manual:
Stainless Steel Fall Arrest Anchors
ARS 2x8, ARS 2x1 2, I Joist, Moveable ARS,
Vertical Wall Anchor, and Custom Anchor
NOTICE TO USER: You must read, understand, and
receive training from this manual before Installing or using
SUPER ANCHOR Fall Awed Mchors.
SPECFiC'ATION OF USE:
super Mchors are designed for use as a fall protection anchorage
device to be used by one person at a time. They may be Installed
onto the top chords of trusses, rafters, !joists, and beams as a
temporary anchorage device, or can be flashed Into the roofing
membrane and left in place as a permanent fixture, In addition; they
are easily Installed during construction, or may be retrofitted to
existing structures, Super Anchors are designed to fit standard wood
framing. Custom size anchors for wood framing or structural steel
are available upon request,
REMELSERCIOCATKallikennat
The singular use of the word 'manufacturer" and "factory' In this
manual refer to 'American Roof, Inc." / DBA SUPER ANCHOR SAFETY
and no others, This document represents the primary form of the
Instruction /Specification manual for Super Anchors and must be
referred to when cited by supplemental instructions. Do not use
Instructions provided by other equipment manufacturers for any
equipment manufactured or supplied by SUPER ANCHOR SAFETY.
Verbal Instructions outside the specification of this manual aro
considered unauthorized. Supplemental Instructions or specifications
must be provided In written form from the manufacturer.
oOMPONE T CQMPA1161LAY4
Fail protection equipment supplied by more than one manufacturer,
Including anchors, may not be Interchnngable and may create
unforeseen hazards. It is recommended you use the 'Vail Mesfor»"
or 'Total Paclagee" personal fall protection equipment
manufactured by SUPER ANCHOR SAFETY, when Super Anchors are
specified for use. When mixed manufacturer components are used,
they should be ensured for compatibility by a "Competent Person"
1926:502 Appendix C (gild. My recommendation regarding the use
of Super Anchors In this or other equipment manuals published by
SUPER ANCHOR SAFETY, Is based on the exclusive use of our
equipment as part of r complete fall protection system, and in no
way specifies or recommends the products of other equipment
manufacturers. Request Component Compatibility Chart.
rgagmumirmaraimmaimm
It Is the sole responsibility of the user to provide foreign language •
translation from a certified translation service If this manual is not
available In the user's native tongue.
MIST •
The strength rating of the anchor Itself in no way makes
recommendation or endorsement of the framing to which the anchor
is attached, It Is the responsibility of the user or specifier to
determine if the structure is capable of supporting the Intended fall
protection system being used, including the anchor.
Furthermore, it the 'User (see def. pg. 5), modifies the anchor In any
way, or uses it for purposes other than personal fall protecUon, the
manufacturer will not accept responsiblity for any failure that may
arise from such misuse.
MOKICAMONDEAM
Modifcation of use or dimension In the Super Anchor, must be validated
by the manufacturers written insuuctlons. Explanations of the instructions
contained in this manual should be directed to the manufacturer.
Complies with Fed -OSHA 1926:502 (d) (15)
US PATENT NO. 5,370,202
Fig. t
Shown with t=on
Arrestor Lifers
and 14500.3
Auro -L.eck
Corobiner,
Flg. 2
5howi web Pon
Arrentemr aerie
and x#5005
Locking
? i! aphook
ARS 2x12
IIWFJIIISAIIIII
Pa # au,a
2X10
2X12
part*
Gau.e
1001 14 . a.SST
1 002
14 • a,SST
SIN:
.
a, ..
111111•1111r n7-1r":"77-77.71r"77r1v—i
• oveab e
1015•
71111111111111
chor
I I a,SST
Moveab e Mc or
1014° 11 ga,SST
.._ iF^,
.1 _ • ;
.. d --•7 , ..
ri
szsumagmingE
OSHA standards allow a maximum free Mil ditranco of 6 Ft.,
arresting forces of 1800 Ibs, or less, and arrest .0 a free fall before
striking an object or lower level below. 19Z6:502 1161 (HIM,
In order to comply with OSHA or other safety . iandards, It Is
recommended that you draft at "Length of Fee elan" as part of a
Job SpscMIc Marls, "JSP" for each employee. ", .. t should Include
shock absorber extension, rope grab deceleration, harness stretch.
connector point of the body harness relative to the work surface,
anchor deflection, and other factors as well as the distance
between the ground or lower level and the leading edge.
Consult the 'Fall Nrestore" harness manual ur a sample
length of Fall iMarr
IMRSEHJASSAMInania
Super Mchors fabricated from 14 Ga. SST are 'tructurally tested
to withstand an average force of 7,000 lbs. when applied
perpendicular or parallel to the attachment point. 121„
nmAammadmmL
SPECIALAPPUCATPC.ivS: .l t11 1 2
iszuguraumesagi
Super Mchors may not be used for horizonter 'Inc anchcarOMIT C
points unless specifically engineered by a "qu'llided person ". Refer
to OSHA regulations, ANSI A.10,14.91, and ANSI Z-3S9 definitions
of horizontal line and "Qualified person".
Ml � 7un Q I �erx.
Under the supervision and engineering of a 'qualified person,"
two workers may attach to a single Super Anchor when the slope
is 3/12 or less, and the workers are rigged so as not to be
exposed to a free fall hazard of any type. In actc'idun: Each
worker must be equipped with all of the components of the
"Total Package System' manufactured by Super Anchor Safety.
Connect lifeline to anchor with carabiner only. ..o snaphooks: and
do not perform work when snow or ice are pr sent on the work
surface.
All original artwork 0 by SCN 3/2000 Page 1
ED
ENTER
4
07/05/00 WED 10:55 FAX 3606681-17 AMERICAN ROOF INC
003
DMVIENSION SPECF1CATIONS
Standard size anchors are supplied in 14 or 1 I gauge, if304 stainless steel, are 2' wide, and have 6-1 /2' stem heights. ARS 2x8 and A1tS 2x 12
permanent and moveable types have an inside dimension of 1 -5/8'.
ATTACHMENEIMM
A 1.1/8" hole is provided at the stem top and will accept a locking type
snaphook or carabiner supplied or specified by SUPER ANCHOR SAFETY,
User must ensure compatibility with other types of connectors.
WARNING: Never connect a lifeline or lanyard by tying a knot to
the attachment hole or anchor stem. In the event of a fail, the Tine
may be severed.
S7EM SPOt' WE1DS:
The stem section is Joined with two non-structural spot welds and one structural
weld at the stem top. If the anchor legs are pulled apart or modification of the
anchor It attempted, the spot welds are designed to break. If this occurs, DO rear
USN NOiE The structural integrity of the anchor during use does not depend on
the welds. The attachment bolt and connecting hardware provide
encapsulation of the rafter.
Teko Noil
Holes
Anchor Leg
2x6 Arraehment
5I13' d. Sol Hole
2xa,246
Attachment
5/i8' d, Soft Hole
ARS 2X$ Rotif,1001 ARS 2X12 Pat/ 1002
11 Extertsehterecdent The anchor stem should be perpendicular to the rafter run,
Dee 118,x, and at right angles to the roofing or sheathing Indicated by the
dotted lines In P1e.,,/y, DO NOT USE ANY ANCHOR 'THAT b ttstfvl' OR D DOtIMRD.
examples of typical damage are shown in . e i e -
al Prom the Inside, Inspect the Anchor location by viewing the underside of tie
framing. The anchor legs should be at right angles to the rafter As shown In
Pip,,. If the anchor has shifted position, as Indicated by the dotted lines in
the anchor may have been subjected to damage or a fall impact. Venfy
by exterior Inspection.
E There should be no space between the Inside of the anchor legs and the
framing. 3 Teko nails should be visible on each Anchor leg side with heads flush
against the anchor. The attachment bolt should be visible under the rafter bottom
with the lock nut flush agahut the anchor leg, When Installed correcty, a gap of
approx.1 /3' will be visible between the bolt and rafter bottom, Ste Pq., r s .
no 7 Fig. 8
IMPORTANT; kupoct
anchors And fronting tor
dlinage or defects
Wore each use.
Fig. 5
Moveable AILS 2x6; 2x12
Same sixes as Eigt,,
Pdrt# 1014 or 1015
24/2' West Anchor
Attaches to Top
Flange see Po .21.
Pdrttt 1003
11 Go, SST
Powder Coax
Red.
25/f34" d,
5/15' Dksm
SST Deem'
Lock Rn3/6'd.
Port P2013
Moveable ARS 2X.Sri 112
Fig. 6
>I.0, J/
2, j,! ✓ 14 Go, SST
bolt through
Moist Anchor deOpn
MSEMACLIANNIQUakeianill
When subjected to a tall Impact. In•seNlce loading, c' ether &maps, the
anchor stem will deform as shown In FIg.I, :' we anchor may shift
position on the framing member as Indicated by the dotted lines In ilg,„1,..
Any deformation requires the anchor to be removed film service, and
replaced with n new one; Including fasteners. Insp., .he /lathing system for
damage and replace If needed;
Egabatinainaga
Do not Install a new anchor In the old anchor location until the framing ills
been Inspected for possible damage. Do not install a Super Mchor onto any
defective framing members.
MINININsifr The anchorpotnt Is only as strong as the framing Itself. Correct
defective Installation before use,
•
•
DOTTED LINES
Anchor peahbn *heft moy
RWW
beformation may occur
to a lesser or greater
degree than shown here
In Ng. 1AL, Any
deformation requires
replacement of anchor
and fasteners.
Fig. 9
DOTTED UNE&
A' or position *hen mcy
k+d eat° o fol hoe occurred
.
y CORRECT ANCHOR
P."ITION: Stem le
. 1'o framing
art q TG
P.
. ''•; �.�.
'���
PERMIT
Arrachm*nt bolt visible from �Q � framing for
Ut.12
DAMAGED ANCHORS - DO NOT USE
under aide
Page 2
07/05/00 WED 10:56 FAX 3606881 "17
AMERICAN ROOF INC a004
nammiragegiNgg
Super Anchors may be Installed when setting trusses or rafters, but must not be used for anchor points until the structure is
capable of supporting the intended fall protection load. It is recommended that you consult the. truss mfg., architect, engineer, or
qualified person to determine what structural bracing or sheathing is required before using the anchors for fall protection.
ANCHOR SHOWN ON TRUSS WITH BLOCKING
•
4?
Attach Lifeline
with Snaphook or
Ccrobiner
Anehor Stem
14/4' Yoko Nags
3 Each Side
Fig.1 • • Arrachmenr Botr
for2x8or2x4
Boil Hole for 2x0
Blocking
naMin
Center Anchor over
24" length of 2x4
Ille2x4,To p Top Chad
•
SHEATHING Plywood / O.SB / Other
CO NOT INSTALL
ANCHOR OVER
THE TOP OF
SHEATHING
Take Naito
3 each aide
(Optional)
Cut opening through
*sheathing focilitorae easy
removal of anchor.
248 - 24 or
2x4. Trues
with Blacking
under Top Chord
A1'tachment Bolt
2- V4's1 /4" Grade 8
Supplied w /Anchor
Fig. 11
Web Member
Intersection
Fig. 12
Anchor
Shoulder
Anchor Leg
Open Space
between Rafter and
Bolt Approx V2'
--1/4' Lock Nu*
SECURE BOLT UNDER
RAFTER OR BLOCKING
Ui,.,
JTTJ
. «:' S
lfiL1L."�I •n
karaUMARIZOSEMILCMOMMINGarfigak
1) install anchor onto the top chord of a truss or rafter, a minimum
of 12" down from the ridge, with the stem facing up. Do not
mount over the top of sheathing because attachment bolt holes
may not clear the bottom of the rafter. See Fiig._Xt)_._.
2) 2x4 trusses and rafters require a 24" length of 2x4 blocking
secured to the underside of the top chord, For easy attachment.
cut the ends back at an angle and toenail both ends or sides..
The anchor must be centered over the bl.s king as shown in
A3 .-LC.
3) Except for Wall or 1 Jolst Anchors, do not drill or bolt through the
rafter and do not attach the anchor to an;, damaged framing.
4) Do not attach to overhangs, barges, fact.... tile hip /ridge boards,
cantilevered framing, bottom chords, blocking, spliced members,
damaged or drilled framing, or framing 'ilea Is not part of the
roof, or supporting structure, unless engineering Is provided.
ATTACHMENT BOLT / TEKO MILS
51 Use only Super Anchor factory supplied fasteners for all anchor
types, W fasteners are missing, do not substitute with other types.
Request replacement fasteners only,
6) Attachment bolt must be Installed under the 2x4 blocking as
shown In no. _19_, or under the top chord of 2x6, 2x8, 2x10,
or 242 rafters, as shown In PIg, t t . with locking nut
tightened securely. OO OrUSE,THE ANCH PiF THE.
AItASHM .NT ®QI.LIS N T NSTALEOilI
7) 1 -I/2" width (2x) framing members require that 6 each I.1/4"
factory supplied teko nails are used to stabilize the anchor as
shown In Ftg...i p.k u,,. This will prevent the anchor from
walking down the top chord when sheathing Is not In place,
Short duplex malls can be substituted for rnnveable or temporary
anchor locations, Take care to prevent milt from contacting the
opposing inside anchor leg.
11,41,1,IJ • l,!,� !.• t•l: .. 4•!.1 . 64k. .! J ,.
01 Do not cut, bend, drill, or modify the anchor In any way.
9) Do not Install anchor Inverted with stem facing down, unless the
framing has been specifically engineered to support the Intended
load.
10) Do not attempt to repair a damaged anchor.
I I) Do not use anchors for hoisting, securing n aterlals, scaffolding,
or any other use that Is not specifcaliy Intended for personal fall
protection. '
12) Do not use for suspended loads, such as a noatswain's chair,
13) Do not use as a live animal tether for camels, elephants,
water buffalo, or rhinos,
,1 -t _ l•.! ... Jt . �.1.
• ••••
Because the anchor stem Is designed to deform or bend when
subjected to live loading, it should not be used for suspended loads
with the stem facing up as shown In Psp...,1g,; However, when the
supporting structure to which the anchor Is attached Is engineered to
withstand the Intended Toad, the anchor may be installed with the
stem facing dawn and used for suspended load of a•single user; such
as would be required for work Inside an elevator shaft.
la
BLOCKING SUGGESTIONS CITY OF TUKWIIrA
?X4 TRUSS / RAFTERS ONLY 1 2 2000
For typical truss configurations'
NOT NOM Blocking under top chord man away* bs a rein. of
24' n length. The anchor stem distance from the tits may
be more than 17. See rro. 10 far proper bbcking.
Senors !Woking to Top Chord
ERMIT CE NTER
King 'Poet
Intersection
Fig. 13
. 07/05/00 WED 10:57 FAX 360688] " ^,7 AMERICAN ROOF INC
ROOF ANCHOR LOCATIONS / PLANNING PHASE
SUGGESTED MIIEiHOD..
TRUSS BUILT ROOF STRUCTURE SHOWN.
FREE FALL LINE, • SERVICE ZONE
r; a'cK
• SIDE
Flag. 14
a005
AREAS INSIDE
CIRCLES ARE
SERVICE ZONES
HIP CORNERS
our ECE o�
8M 1c9 ZONE
FRLe FALL ZONE
ADJUSTMENT ZONE
Faso so. s L sI
OSHA specifics a maximum free fall distance of 6 Ft, Tho actual
" Istance for each Job will vary according to several factors and
toutd be specified in the JSP. When plotting anchor locations on
`A roof or trust framing plan and the actual free fall distance is not
known, It Is recommended thatyou use the slope factored
equivalent of 3 tt. Mxampiet 12../12 slope, mark Are dW One on the
plans at 2 Ft. This should idle" usMldent service sone overlap to
provide adequate enchonsps poises.
aumaixastigmaggaggApictigat
Anchors are usually installed on the back side of the roof a
minimum of 12" down from the ridge, but may be located
anywhere provided the framing will support the Intended Toad,
Anchors should be spaced so as to allow sufficient zone overlap at
the leading edge or gutter lino, and should be plotted using the
shorter back side radius line.
OService
Zone
- --
Free Fall or Ridge tine
S
Anchor Location
Free Fall Zone
Zone Overlaps
figi
rj
Adjustment zone
rig.M.NG ANCHOR LAPS
Plotting anchor location: on a
roof or is framing plan should
be done by an architect.
engineer, truss manufacturer,
safety consultant, or competent _
CITY OF TUKWILA
fifingifin
.11R 1 r 2000
Anchors located closest to the gable end may be installed a.. CENTER
common truss that allows the vivo corner to fall Inside th ►fie
zone on the anchor side location. The minimum distance,
(6 Ft, typical) from the gable end should be specified by the
person responsible for the fall protection plan,
Service zones plotted on a roof or truss framing plan should not be
used as a specific 'Fall Protection plan' unless originally designed
for that reason, Variables In Job site conditions, the type of
equipment used for fall protection, the free fall distance, and other
factors that are not usually known In the framing /rlanning phase,
need to be addressed In a written Job SpecMc Flan Aar, by each
employer. Additional permanent or temporary anchors may be
needed In order to provide adequate fell protection,
ARErAS OUTSIDE OF SE11/1 ZONES1
Duo to the geometry of hip framing, the outside HO corners may
not fall Inside the service zone. Protection can be provided by
additional permanent or temporary anchors and could be
addressed in the "Air as "limited duration expo: Je , Confirm with
your safety official.
FLASHING SYSTEM: - - - Unless otherwise specified by the purchaser, 14 gauge ARS 24;2)(12 anchor. rome with the
15 flashing system shown In E IJL When ordering klolst, Custom anchors, or ! 1 gauge
ARS 2 )(8;2x12, flashings are specified and ordered as accessory Items from the list below,
Custom flashing sizes and materials are available upon request.
Oloak pbh•rM•r•
e w i cower
$0007
0 O'
aleck 50lroprano
Ficloira tat
•2001
oio
SUM COvw MUST=
wsTALIED Qar
mamma use 70
"MUM A UW1E 1P000F
WPM
lype
antoprene
Lead 2.5 Ib.
PDM w um, %e
EPDM w /Flex um Base
Black Stern Cover
ray em over
Terra Cotta Stem Cover
Pert
Number
2001
2003
2018
2020
2007.
Dimeruion
Black
Gra
10.0"
II "
8.."
13;0"
16.0"
8.0"
X20.0•
2007G
AU Flashings
20071' . All Flashings
Tether Strap . All Stem Covers
Flashing Service Lae: EPDM appox. 20 years. Santoprene approx. 15
caul dnp/saalants:
2008
Gray
Brick
Black
".
15.0:
years.
2 _ ." I. .
230"
3.0"
3.0"
39"
6.0"
6.0"
6.0"
1.•.... Iii - ■i: .1 . ;A i .•... .. !•.• 1 _ q ,.11. 110... i
wAnm IA Non- specified coatings, sealants, or caulkings may have adverse chemical reactions to
the flashing system, causing premature deterioration. Flashing base fasteners must not be more
than 3 /4" from the outside edge of the flashing.
Page 4
. tai
07/05/00 WED 10:59 FAX 350558r-11 AMERICAN ROOF INC
GUARDING AGAINST HAZARDS
This is a non - mandatory guideline. Falling through open trusses or framing,
as shown in Flip. 16 , may create unforeseen hazards. Care must be taken
to guard against fails over the upper leading edge. •
IA41R111Y1i�ar
Failure to calculate length of fall may
result in striking a lower level.
Honks, x6009
Shade Absorber
Rope orab
2xCt cross brace
securely attached to o
minimum of 4 top chords.
till 006
Potential top chord
failure when forces
ore exerted In this
direction.
Fig- 16
ifAnchor point and framing wii
esustoin fad Imposts better when
copied In *le direction.
mThe length and angle of the lifeline may create an impact
hazard to a lower level, before the fall can be arrested,
Installing a 2x6 cross brace over the top of the trusses as a
lifeline catch between the worker's position, and the
anchor point above will distribute forces over at least 4
framing members, and reduce the length and angle of the
_ tlfaline. A proper °Length of Fall Plan- should be used to
eliminate or reduce hazards.
Worker shown w/HornHS Muds) MOW
Fal Arrestor Ufsine
30' Model 4001
or W Model #4002
OPEN FRAMING HAZARDS
ILSMAKNBAUSLUM
Without structural bracing or sheathing in place, a fall
Impact may cause damage to the framing. Trusses, rafters,
and t Joists, will sustain fall Impact loads better when forces
can be directed parallel to the top chord. Forces applied at
a perpendicular angle upward, downward, or sideways,
will reduce the structural Integrity of the framing.
ANBOXINNURCSIMMOL
M 1010 Safety Oar may bo used In lieu cf 2x6 cross bracing.
faraWfigiAMMOSSiMai
A cross brace positioned to catch the lifeline should span at least 4 trusses and be securely attached to prevent
movement in the event of a fall. The distance between the cross brace and upper leading edge of the worker's position
should be wide enough to allow the worker to fall between the two points, See (XI In lap, 16
pgaminimit
RE_G a ING TERMS US D IN THIS MANUAL
,weinufecwreir' and '?zscIory - American Roof, Inc,
dba/SUPER ANCHOR SAFETY
Ain" • Person who purchases, uses, employs, or trains, those
using fall protection equipment.
"iton+petent Parson" - One who has received instruction and Is
able to train and instruct others and has the authority to
identify and eliminate Job hazards,
"IOuiIlied Parson" - One who by degree, certificate.
professional standing, or by extensive knowledge, training and
experience, Is able to provide consultation regarding fall
protection.
'Component Coil m biMSy' • Fall protection equipment that is
'tested, certified, designed, or ensured by the manufacturer or
a qualified person to provide a safe working system without
creating a hazard to the user,
,iCerepatibility Chart" - Color specification guide illustrates
recommended methods of connecting equipment manufac-
tured by SUPER ANCHOR SAFETY, and how to avoid
potentially hazardous combinations and connections, Free
upon request. (Included in Total Package Manual)
'Double Lodditg Snaphook /Carabinei" - Connecting
hardware rated for fall protection use, that by design has a
primary and secondary locking feature and can not disengage
by unintentional motion.
D
CITY OF TU LA
JUL 1 2 2000
'Verdcei LYWee" • Specified as a lifeline attached to FalkAt ie
anchor point for use by a one person at a time. RMM , OE
'Horiaorrtaf Welber - A line that is parallel to the ridge or work
surface, or perpendicular to the slope, and has two or more
anchor points. '
"Job Speciik Plan" rJSII • A (all protection work plan which
Identifies all potential fall hazards specific to a particular.
Jobsite, and specifies any and all methods of fall protection to
be used; as well as all procedures to be followed In order to
minimize workers exposure to fall hazards. In addition, it
identifies the type, make, and model of equipment and •
anchorage devices that are to be used which will ensure that
workers are adequately protected, This Is a generic definition
only. Consult with your focal OSHA official for other
requirements, if any.
"Service Zone"- An area served by a single anchor, where
work is carried on and which by design (JSP) identifies, limits,
or restricts free fall hazards, Represented by sample plan In
Eil4.1.4.
"Okilustrnent part of the service zone that requires
the worker to adjust the lifeline length using the rope grab
device, in order to maintain the free fall distance specified In
the JSP. It Is typically the gable end area of the roof.
Page 5
07/0.5/00 WED 11:00 FAX 3606681747
AMERICAN ROOF INC
421 007
.rouble Top
fie Required
a
rl•
•• ,
re
are I. toU.d
ore use,
•
Trues Plate
Either Side
Couble
Top note
r
Soft
plate
12after
�f —2
2'
11
V4x31/4' Grd 8
Attachment Bolt
Drill Thru
Rafter
10d Noll
from bock
Oda
�Vltt
E"xtorte r
was
1
y
Snaphook or
Carobinar
Fig. 10
Flo. 19
a1 Mount
Part N1004 ; - •
00, '
equlree 4
Lxtorbr 2443 Wail Ea Anchor
Wail ij 111
10d
4S' Was' Mount
131de View
Part $1004A
•
5
Exterior
Wolf
V4x2 -V4' Grd 8
Attachment Bolt
drilled thru rafter
9•
2 -3i4•
Flip. 20
3/16' thick SST Wall Anchors come In two sizes and fit
2x4, 2x6, & 2x8 top plate. They require double top
plate, attachment bolt through rafter, and 4.16d sinkers
as shown in F1�.1� • 20 . DrIIJ boil hole through
rafter, Use chart to select proper anchor size.
USE ONLY FACTORY SUPPLIED FASTENERS,
PERMANENT INSTALLATION:
It Is suggested that you notch back side of wall plates
for flush mount to accept drywall. Notch bird blocking
around bolt plate and stem section if needed.
TEMIN RARY INSTALLATION:
Attachment Batt Required, Use 16d duplex & notch
bird blocking around stem, Remove anchor from inside
when finished,
�leIL Et TA 4 :
•
• 2X4
SIZE CHART
STD Anchor
#1004
45°
11004A
WALL TOP PLATE SIZE
2X4
MAX
Slope
7/12
2X6
2X8
All
Slopes.
2X4
10/12 or
Greater
2X6
2X12
ALL SLOPES
BEND IN STEM MUST NOT
EXCEED DIMENSION SHOWN
FOR MODEL,
Sete ii :, Cal
1•Jofsts with a top flange of between 1.1/4" and 2.3/4'
can be fitted with either the #1003 Waist or #1001 MS
2x8, Request custom anchors for wider widths, n0
NOT PULL ANCHOR LEGS APART 014 MODIFY ANCHOR
WIIU RUM
1) Attach 058 or Plywood filler to both sides of the
1•Joist center web as shown In Ngs...21. 224&214
Keep filler 1/2" below top (lange. The combined
widths of the filer and center web must not exceed
the anchor legs I.D. as speclfled In lrla.22, When
the anchor 1.0. Is 1/4" or less In width than the
top flange, It may be possible to shave up to I/O'
off each side of the flange. Consult TJI Mfg. first,
2) Anchor shoulders must be seated onto top flange
with anchor legs centered over web filler as shown
in Ma, 211, Drill through filler and canter web using
attachment bolt hole as a guide, DO NOT DRILL
THROUGH ANCHOR LEG MATERIAL DO NOT
INSTALL INVERTED, Mien factory attachment bolt
and secure lock nut.
Top Flange
fig. 21
Web Alec
Fattener
ENGINEERING:
3) BEFORE USE, It is recommended that you consult the IJolst
manufacturer or engineer regardIng Installation of Super Anchors, the speclflcetions
contained In this manual are suggested methods of Installation on. /.
10' rrtn, width
Fig. 22
Part $1003
3 -V2' 1-Jo1et Anchor Fite
1 -Joist Top Cheerio 1.3/4'
up to 2.3/4.'
Anchor ID, 2 -V9'
Top Flange
1/2' open Opoce
Wob'Ffer -
058 or Plywood
Center Web
Anchor Leg
Pr►lf through 1 -Jdar,
Attachment Bolt
Grd 8 5.•1/4xV4'
Filer 5ecured
to •Center Web.
04'2
8.3/4'
7.3/4'
Bottom Pange
Port 81001
ARS 2u8 Fite
Top Chords
1 -1/4' up to 1.3 /flE01
Anchor La iSgY OF
Jul 1
"---Top Plan pMl'T
notched to r
anchor I,D.
Ft. 23
Drill through I- Joist:
Attorhment Bolt
Grd 8 2- V4'xV4'
rNi
L. t t • '. '
Mfg. By $$JPER ANCHORSNIT' 8522 - 2) 6th, Street Si" Woodinville, WA 98072-8009
Phone (425) 488.8868 Fax (360) 66 01717 • Visit us on the Web at www.suparanchor,can
UKW)LA
2 20170
CENTER
Q Y21( Supercedes 3.93 version
Page 6
18
01
Siplast, Inc. USA
siplast
SB S -Modified Bitumen
Paradiene 20%30 verat
Page 1 of 1
Aetu/IuIia
Homo
WORM LINK/ 1
iIH /tick
Veral
The Stunning Metal Clad System Combining Design Flexibility and High
Performance Protection.
Whether It's energy efficient aluminum, chemical resistant stainless steel, rich copper, or bright Polar White
Spectra (1) with factory•applied Kynar SOOTM (2) finish, Vcrai's foll•faccd surface lends a dramatic look to
any project. Veral has an enviable performance record of over thirty years as the product of choice for
sloped rooting and base flushing applications.
Vern' utilizes the timc•provcn waterproofing characteristics of S13S•modifled asphalt, the stability and
strength or glass fiber, and the protective qualities of metal foil. This combination creates n membrane that
k tough, lightweight, long-lasting, and weathenight.
The Vaal system Is composed of two sheet components • irex and Vaal, !rex is the base ply, consisting of
a quality high•malt, high•duetility asphalt with a fiberglass reinforcement. The finish ply, Veral, combines
a glass mat/glass scrlm•rclnforced SDS•modified asphalt bane with a protective foil facing,
Because metal and asphaltic materials expand at different mtes, Siplast has engineered special features Into
Veral's design. Using a patented embossing system, small control channels are built into the metal facing,
A thin layer of lo■•mclt asphalt is fiwtory applied beneath these channels, allowing the metal to expand
and contract independently attic modilled asphalt base.
The Veral system Is preferably applied by torching, which utilizes the closely controlled modified asphalt
In the sheets themselves, The !rex is first applied to the substrate and is lapped a minimum of three Inches
both side and end. The Veral is then applied to the hex with three inch side and end laps offset so as not to
coincide with those of the !rex.
The finished assembly provides it strong, flexible, giass•roinforced membrane, completely shielded from
tho elements. It can be used over most roof decks and Insulations and on all slopes with drainage.
(I) In addition to Polar White, other Verdi Spectra colors are available on a special order basis. Contact
your Siplast Representative for more Information.
(2) Kynar 5QQTM is a registered trademark of Elf Atochem,
yjav lrQ sh:ddth.icrslon Last updated :12/21/98
http : / /www.sipltst. cam / pages/ high/products/bitumen/veral.htm
G
J
pr
Addition
PDF (Po
Format)
Product
1098 Enn
Mobibran
Bulllott�r
CPDS(
Product
VnrotIPio.
Irox.Prod.
MSDS(
Dam She
Vora%. MS
Irox.MSD,
P_foduct.
RECEIVED
CrrY OF TUKWILA
JUL 1 2 2000
PERMIT CENTER
7/10/00
It
1
Malarkey Roofing - 272 SBS M^dified Legacy
TECHNICAL PRODUCT DATA SHEET
#272 - LEGACY® - 35
SBS MODIFIED LAMINATED SHINGLES
WITH POLYGLASS® MAT
PRODUCT DESCRIPTION
Product Use: 0272 Legacy. 35 SBS modified laminated shingles are used whenever
Increased flexibilityy, architectural design tensile strength and tear - resistant shingles are
BS
desired, These S rubber modified asphalt shingles are designed for a 5 8/8" exposure,
Precautions: 0272 Legacy- 35 SBS modified laminated shingles require dry storage or
plastic- covered storage and protection from the weather until applied. Do not use on
roofs where the slope is less than 2 ", For slopes 2" to 4" additional deck protection Is
recommended. 0272 Legacy -35 NS modified laminated shingles have a factory applied
self - sealing strip that activates in worm weather, When applied In cold weather or windy
!Notion. hand-sealing Is recommended but not required if sealant activates, In high wind
areas, for 100 mph wind warranty, six nails aro required, Contact Malarkey for further
conditions and instructions,
Composition and Materials: 0272 Legacy- 38 80S modified laminated shingles are
mineral-surfaced and self - sealing, made with 888 rubber modified asphalt coaling and
fire- retardant fillers on a Malarkey polygias• fiber mot.
TECHNICAL DATA
0272 Legacy 35 are available in 8 standard colors, with other colors available upon
request with a 300 square minimum,
Typical Average Properties
Approximate Weight 278 Ibs, (124,74 kg) per square
Dimensions 13'/4" x 40" (t 1/8',) (.33 m x 1.02 m)
Exposure 5 6/8" (142,0 mm)
Shingles per square 84 shingles (4 bundles/square)
Granule Adhesion 0.5 gram loss
Fire Rating Class A
Warranty 35 -year Limited Warranty
100 m.p.h, Limited Wind Warranty
Legacy -35 is available with the 3M T" Algae BiockTM System featuring a 15 -year warranty
against staining caused by algae growth. The Legacy -35 meets or exceeds UL 2218
Class 4 Impact Resiatance, ASTM D 3462, ASTM D 3018.80 Type I, ASTM D 3161.87
Type I, ASTM E 108.91 Class A and CAN/CSA A 123.5 -M90. The Legacy -35 Limited
Wind Warranty may have conditions attached to it. Please contact Malarkey Roofing for
further details.
4
What can we do fojyou?
4 aesiden tai
4 Technical Services
4 Produc! News
4 Elmo Dimon
New Sluff on Ilhe site
4 Toctiplca!Qalp Shogts
4 Ptoduct ®eta Ouidq
4 Mara stwei
or E-mail us directly
right now at Marcy,
or call us at
800/545-1191
Page 1 of 2
RECEIVED
CITY OF TUKWIL,A
JUL 1 2 2000
PERMIT CENTER
http : / /www.malarkey- rfg.com/272.htm 7/12/00
.„• •
• . .
•
Malarkey Roofing - 272 SBS Mr—lified Legacy Page 2 of 2
APPLICATION PROCEDURE
All shingles should be applied over underlayment, ASTM- type felt or an approved
substitute. Shingles should be attached to decking by approved fasteners, comply with
bundle printed Instructions and meet industry standards contained In NRCA or ARMA
manuals. Malarkey recommends the use of nails for fastening. For specific installation
instructions, consult Malarkey Roofing Company,
WARRANTY
0272 Legacy-38 SBS modified laminated shingles carry a 38-year limited warranty and a
100 m.p,h, limited wind warranty. Documents may be obtained from your roofer, local
distribution center or Malarkey Roofing Company. Deviations from Malarkey printed
application procedures may affect warranty coverage.
TECHNICAL SERVICES
Malarkey Roofing Company has technical assistance available. Ca111-800-845-1101.
AVAILABILITY
Malarkey 0272 Legacy- 38 SBS modified laminated shingles are available throughout
North America and Pacific Rim countries, Consult your nearest Malarkey source for
product Information and availability.
Effective 11,08.00 Supersedes all previously published data (0 3M & Algae Block are
trademarks of 3M
I/
573
http://www.malarkey-rfg.corn/272.htm
RECEIVED
CrTY OF TUKWILA
JUL 1 2 2000
PERMIT CENTER
7/12/00
Pot)
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: MI2000 -163 DATE: 7 -12 -2000
PROJECT NAME: KING COUNTY LIBRARY-FOSTER
SITE ADDRESS: 14475 59th AVE S
cX Original Plan Submittal
X Response to Correction Letter #
_Response to Incomplete Letter #_
__,_revision # After Permit Is Issued
DEPARTMENTS:
Ru Division S
IK'i 140,
Public Works ❑
Fi Prevention •
&1k 1 `f2/CD
Structural
Complete
Comments:
(Tues., Thurs.)
Incomplete ❑
Planning Division ❑
Permit Coordinator III
DUE DATE: 7- 13-2000
Not Applicable ❑
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
MOW
Structural Review Required
No further Review Required
DATE:
APPRQVALS OR CORRECTIO : (ten days)
Approved Ei Approved with Conditions
REVIEWER'S INITIALS:
DUE DATE: 8 -10 -00
Not Approved (attach comments) ❑
DATE:
CORRECTION N 'LAWN:
Approved Ej Approved with Conditions
REVIEWER'S INITIALS:
DUE DATE
Not Approved (attach comments) ❑
DATE:
\PRROUTE.POC
5/99
LICENSE DETAIL INFORMATICS Form
STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
Specialty Compliance Services Division
P. O. Box 44000 Olympia, WA 98504 -4000
THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS:
LICENSE DETAIL INFORMATION
Current Filter: None
Registration# or License JPLCOI'002C2
Name J P L CONSTRUCTION INC
Address 1308 11TH ST NE
Address
City AUBURN
State WA
Zip 98002
Phone Number 2638040802
Effective Date 2/22/00
Expiration Date 11/11/00
Registration Status ACTIVE
Type CONSTRUCTION CONTRACTOR
Entity CORPORATION
Specialty Code GENERAL
Other Specialties
UBI Number
602007928
*. *.*VfEVY_PR!NC1PAL OWNER(S)_FQ9IHJS [lC,ENSE* *
* * *„V.IZ CQNTRACTQR BQNQL$AVlNG$ NFQRMATIQf`!* *�*
* * *QHE...CK RQUIRY FQR $UMMQNSSAND C_OMFLAINT$* * *
* * * View CoNTRAQJQR INs_RANCE (NFOR iON * * *
Page 1 of 1
New inquiry by CITY, NAME'., PRINCIPAL OWNER NAME, NUMBER, URI NUMBER or
return to the 11 &I Construction Compliance Home Page
http:// www .lni.wa.gov /contractors/TF2Form .asp ?license= JPLCOI *002C2 8/9/00