HomeMy WebLinkAboutPermit B94-0356 - BEST PRODUCTS - REROOFCity o Ti.thwta-
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
REROOF PERMIT
Permit. No:
Type:
Category:
894 -0356
B- REROOF
NRES
Address: 240 ANDOVER PK W
Location:
Parcel *: 022310 -0070 Type of Occupancy: 0023
Contractor License No.: WGCLAC *370N0
Status: ISSUED
Issued: 10/14/1994
Expires: 04/12/1995
Suite:
TENANT
OWNER
CONTACT
CONTRACTOR
BEST PRODUCTS
240 ANDOVER PK W, TUKWILA, WA 98188
ANDOVER ASSOCIATES
C/O THOMAS YEDOR, 1100 OLIVE WAY, SEATTLE
HOWARD TURNER
18420 24TH PLACE .N.E., "SEATTLE,: WA 98155
W G CLARK CONSTRUCTION CO.
408 AURORA AVENUE NORTH, SEATTLE, WA 98109
******************************************** * * * * ** * * * ** * * ** * * * * * * * ** * ** * * **
Permit Description::
REMOVE EXISTING ROOF AND ADD NEW CLASS 4 ROOF.
Valuations 341,000.00 Total Permit Fee:
WA 98101
Phone: 206 365 -7431
Phone: 206 624 -5244
1,487.50
* * * * * * * ** ****.*.*************'***********.**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
s -_
Permit Center Authorized S igna ure
talifLT4
Date
I hereby, certify that I have read and examined this permit and know.the
same to": be true and correct'. A 1 1,', prov:i s i ons 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 or the performance of work. :.I am authorized to sign Or and
obtain this,, i l.ding per t.
Signature:_
Print Name: t ZD DALASAL
Date:
Title:
to j 14114
kaze 115-cr.
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 TUKW1-'
Department of Community Development — Permit Center
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
PLAN CHECK
NUMBER
ffit4-on
PROJECT NAME
15-Pb-k- PIDAUL-
SITE ADDRESS
ako.Krutovpy Pf` W
SUITE NO.
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.
PARTME
TE<IN'
DATE';:
PPROVED
�IUIREMEt. - -:-
ig BUILDING -
initial review
O FIRE
CONSULTANT: Date Sent -
Date Approved -
_(ROUTED
INIT:
FIRE PROTECTION: • Sprinklers • Detectors
INSPECTOR:
FIRE DEPT. LETTER DATED:
N/A
O PLANNING
ZONING:
REFERENCE FILE NOS.:
BAR/LAND USE CONDITIONS? ( )Yes
LJNo
INIT:
MINIMUM SETBACKS: N-
S- E-
O PUBLIC
WORKS
UTILITY PERMITS REQUIRED? ( ) Yes () No
INIT:
PUBLIC WORKS LETTER DATED:
O OTHER
k BUILDING -
final review
BUILDING
OFFICIAL W ((3
INIT:
10 IS chi
INIT: )Gc1,4 L
_10//,.3/9//
INIT: a
TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY?
h1 ��
ac - 0K- b '13% l �, � cec,N,�
°Yes ;&;LNo
UBC EDITION (year):
Cr 1
REVIEW COMPLETED
AMOUNT
OWING:
CONTACTED
DATE NOTIFIED
BY:
(init.)
2nd NOTIFICATION
BY:
(init.)
3RD NOTIFICATION
BY:
(init.)
01/00/93
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670 pRELg3_�
BUILDING BUILDING; PERMIT
APPLICATION
PLAN CHECK
NUMBER
0
• ..:APpL;1CATION MUST BE
FILLED +t UT COMPLETELY
DESCRIPTION
AMOUNT'RCPT:#
DAT
BUILDINGPERMIT:FEE'
PLAN CHECK FEE.
BUILDING SURCHARGE
OTHER:
TOTAL J <. `(j :I:,:::>
SITE ADDRESS SUITE #
.Z61-0 ot&L f? i- 5r
VALUE OF CONSTRUCTION - $
caiwisave3v _ P341,oc 0
ASSESSOR ACCOUNT #
OVZ -3(0 — 0070
PROJECT NAME/TENANT
1464 5� 4 uz�zs
TYPE OF U New Building • Addition • Tenant Improvemen
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential)
(commercial) U Demolition (building)
0 Other ' c-q-10-X-
_
DESCRIBE WORK TO BE DONE: ixet)dt EN)tL Zv i n / 6,00 l
BUILDING USE (office, warehouse, etc.)
5��
NATURE OF BUSINESS: ?7pkL..
WILL THERE BE A CHANGE IN USE? 12T No 0 Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building:(1)b 4 Tenant Space: Area of Construction:
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
Q8-No 0 Yes IF YES, EXPLAIN:
FIRE PROTECTION FEATURES: r.: S•rinklers (>3 Automatic Fire Alarm S stem
PROPERTY OWNER i%UPC> -tj5 psc�(x.,
PHONE
ADDRESS C (0 iyyti\ psza \..( e..0 6.01 11at) 6til\j
calLt
e.e_.t (,t,j .
ZIP 95 -101
CONTRACTOR LC c U &C C (1..)ST NOT IG -) CO
PHONE
ADDRESS 4(c pskao p L i�ovrt4 l ,A.
ZIPOLQjo 1
WA. ST. CONTRACTOR'S LICENSE #
EXP. DATE
ARCHITECT — 0 A550 L ,
PHONE 36 S —7431
ADDRESS (66w s4 r1-1 q(.. ke, c1 -
ZIP%( S
I HEREBY-:CERTIF :i THAT: i 1AVE READ'AND ..EXAMINED THIS: APPLICATION: :A
BE TRUE` AND.: CORRECT, AND`'1 AM:'AUTHORIZED.T.O:APPLY. <'FOR THIS;PERMI'
SIGNATURE
BUILDING OWNER
OR
AUTHORIZED
AGENT
D; KNOW THE;SAME
DATE
tatibtq 4
PRINT NAME R -TAI,)
ADDRESS
PHONE 22(Q5 ?431
CITY/ZIP 6A c\q)l,5
CONTACT PERSON
!• _JO
PHONE -5c 5 743
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. Handouts are available at
the Building counter which provide more detailed information on application and plan submittal requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Depa.itment of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting
application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is
subject to possible revision by the Building Division to comply with current fee schedules.
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.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall
expire by limitations. 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 Building Code (current edition).
No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 431 -3670.
DATE APPLICATION ACCEPTED
DATE APPLICATION EXPIRES
5
10/22/93
COMMERCIAL-
... .:„. . .. ... . .. .,.....‘
..... ........ ..............
. .. .
NEW COMM ERCIAL BUILDINCS/ADDITIONS
. ; . . ...........
2Completed :btilldiag permit applicabon :(Oneforeaoh:struoture) :..]::••••
F—.Assossor Account
• • • • •••••••,•-•,.,
sets:.(2) ••
• •:••••••• • •• • • •
. •••.
•
EriergY. calculations s
• fain Oriby"a;;WaShingtOkStatailiCen..:a
Working drawngs stamped by a Washington State hconsod
Site plan
Mochanl.& drawings
.•••••••• ...•.„...•••••....
;,.:. . . ...
• • • . • ••....... • • ••..•;..:.• •.••• •• •••••• -• ••..• "•"••• • • ••••• •• •••••••••.••.
•• "
. . .......
. .
• •••••„••• •••••• Etovaons
.
Civil drawtngs
Landscape plan
•• •
•1:ConiPlated•utilitY.paahit,a0PliCatiOn::
siz.(6).:s'ets of :Civil' ••• • ...
. . ....
. ...
for
submittal
. "
SUBMITTAL CHECKLIST
1■1111•11■1111•11.11111.14
g..::, 9: :..........:M...,...,:'''•'.::CM..':.•:,•.47:•::.•'..:P:C. 1..'::el...1..t...:"il.....:.,''..A.....i:...,,,,„.6uE' "....1:0I.I''11....'•1/4'...,nn.......Nt:I.g.:.•:..1.:.....!.:....1j...'.....•.‘.!:...''.:M..1.....,::............:....::.....;6:..R.:;...:::::....Oa..1:';.'.!...!...::P...:':!....'''.P''......'E'i.''...:I.,:".1: A"2;71:n..:...:'ql...;'.nal'fot.:ii'. a'. ''..
.:ASSess()•::::..:•.:..:„':•,.•.:•:. iiiiiiii ..:.... 1 il • •••:••• •
.:Ctioh'•f?.11',■'...,:,:••.;:-.:••:::::::::',:,...:':•::::::::::::••
• Bii160f4*..:.• liti.f.:0:0101:w....'....h...:.1°)i:k19Y''':
.--,•sito:ipfl..„:::,.....:::,..•••••••:..,•••::4i466.6,1•,00fi ••:••
::to6iiti°!!:''..-:&ii ...... P°iiii.
• - iiag00?f:...:z.:......,„...i.:.......,.,:••••••-•-!...-
• •:•:'•8,;,...,iii,:..ii:.6.-'...u.,..)....:i.ciir1'..':E)i',...J:i.:::::ir.'ii.:'.....'i'i.:... • .........'i: ".........,
• :.-:::•••••••:::.:::::i.;;;:iiiiiiiiCeiij.-tcoi•iin)on.••w....:...o.,.400re.:•,•
n :::::::•:::::.;.".•;•:.,:.. ..•••••a141..tepar1}...:.:•:.•••:.
--.•-}Jati:::61:;Adjal7dri s Of,..,00pp)0, .
....,,,.....j....:..py 94111.'crirlOP619,9 • ... .........•
• Exit .• existing wafl, and Walls to be Fioor plan of proposed tanant space
:;.7;;;•
Construction dotalis
Cross sections showing weB constnictlon and method of
attachment for floor and ceihng
L.. Structural calculations stamped by a Washington State lioonsed
.. .
. ... .. .
. . ....... . •••••••••••••:::::::
RACK STORAGE • . •••••:•••••••••••:::••••: ••••••••::::•••,••••.: • •
• •• " • • • • • • ••••
Compieted buIIdng pormlt applicaon
..:‘
Two (2) sots of plans whlch inciude
Accabht:Num: ‘.
•:
• • • • • .
• " • ; • • Entire sOace:Where racks will be::10Caied.:1;.:!1:.;:.::;',..
• ;•.- Exit.
••• •.!-.Dirnensions:Of
... • .. • ... • ................ .
• • • • • " • • • • • • • • •-• " •-•••"--
space floor plan showing rack .storage: aisles and
exits, • •
. • •-•;'• -" • -•• ••. • •••••••••••.::-.•.:::'::::" ••••••-•
NOTE ::.include
and exit ways on
Structurplcplculption
onglnoor (rack storage 8'.;:and
RESiDEfiTiAL
NEW SINGLE-FAMILY DWELLINGS/ADDI-flONS: • : • •••
: .•• .. • •. ." ..•' • ,..•
• • • . • .„ • • . • ' • ',..••••••• ••••• • i •••••••. •••: • ••••• •
I '.Completed building perrriit'aliOlicationlonefgeeach:strUCtUrey.:::::2::::1„;-;•;...:
•
H Logat descriptiort . : .. .
• • • • • ••• • • • • ..••• • '•• • - ••••••••....• • ••-•
• 22; --":"--;22."-';':1•1••••• . .
; ;;;;:::;••••• • .. • . . •••••••:•• : • • - • •••••....• :•• :
Assessor Account Number.:
1WO.sets,(2) of workrng drawings which includo
..• . . .
• • •• .•
: • • .••• (nc)ttde access to bulidlng showing
Roof plan
•
Building plovations . .
Building
•
Structural framing plans
RESIDENTIAL REMODELS
• ". • •• • •••••,•:•: • ct Assessor Account Numbor
.‘1"wd.•:(2)
sets 01 worklng drawings which inolude
Sito plan
Fouridation plan
Floorplan
Roof plan
• ••• .... •• •• :• •. ••. " • •••• • . ... „ •„::.
.....
...•••••• •• Building •••••• • •••••••• • •••. •• ••• • ...
cross7.sectiori...,:::•••-•-•••••••••
• • Siructural
•
Washington Ptate EpeTy:. Comploted REROOFS
. . •
utility permit building permit application
• Six (6) sets of 6
••
NOTE Li (-° -Ilia
application 1.: 16a':
Additiwn. • .0 PP. • ! • • ••••-, • :•,• • • .
it conditions.
•''••••• H. • ••::. • • . •
terial•-•boing•insta9
, • •
!ego on .41#1: si
9!1••
*A**•A***A * **?r.t*Je*/r *****,t ** ***k***** k* * * ***h*A** h***k*****:F*A ***A.*
CITY OF TUKWILA, WA TRANSMIT
**A * * * * *A, * * ** *k **** A*********** k* A** * *A *k* * * *k *A *A * *•k *•k *'k* *,k *A*
TRANSMIT Number:. 94001280 Amount: 1,487.50 10/O3/94 16120
Permit No t194• -033 Type: a•- REROOF RE1 OOF PERMIT .
Parcel Na: 022310 -0070 10/04/94
Site Address: Qt-to isqltlov2r fK W
Payment Method:' CHECK Notation: HOWARD R. TURNER Iriit: SLFI
*;* k* *k * *A * * *A** **•d.* * * * ** *A *A * *** * ** *A * *.A *•k * * * * * ** *A**A*** *A ***
Account Code t)e'acr i pt i are Paid
000/322.100 BUILDING •- NOWRE5. 1,403.00
00.0/386.904 STATE 'BUILDING SURCHARGE 4.50
Total (This Payment): 1,407.50;
Total Fees:
Total All Payments:
Balance:
1,487.50
1,487.50
.00
GENERA 1483.00
GENERA 4.50
TOTAL 1487.50
CHECFt 1487.50
CHANGE 0.00
6191A000 15:55
vr..n;Xen MU. fi+kaflCV4,74,1 E
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
+.t #'lY:''..' SeSi ""'`.,F } "lJt'7.'.."'ti4✓.`:';
ER IT
431 -3670
ro ect:
=?1
6
Address:
r
� )
C.4�'
Sp: •aI nstructions:
Date Wanted:
7Sa pr,,.
Requester:
Phone No.:
Approved per applicable codes. .. -0 Corrections - required prior to approval.
COMMENTS:
nspector
E. ---24-95
0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.
- 0,INSPECTION RECORD ^
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
�(p
PERMIT 140.
(206) 431 -3670
ro i
zoN ;'r
Type of Inspe
'
cm h A/A
t_
:— --rnS (5•4 6:3( of . (s- c>,,n,z--• y Lltc.,.=- cy. Cc ep l''
Address: t , P.c.
Date Called:
2 , / 4.—
r'(.1 iZak.J i tJO A CCeVIr 1 t=• ((kC. .
Special Instructions:
Date Wanted:
2..4 c ,qc
am(pr
Requester:
..
Phone No.:
❑ Approved per applicable codes.
Zak Corrections required prior to approval.
COMMENTS:
1,
PO M D i l E, /4Lo NG r ■s*0 ,u -I- u`T4 st.a+c--
:— --rnS (5•4 6:3( of . (s- c>,,n,z--• y Lltc.,.=- cy. Cc ep l''
,J ,De-1011,4• A ttchk t r T tJ 9 S -r., c-ovn wlr-
r'(.1 iZak.J i tJO A CCeVIr 1 t=• ((kC. .
I tsis'`ti .L_ ASprglezi•S cst ALL (Lvov DR-4\103-
.2.
o --11—...AF- J,w tt-ti S .
W P ` --riL 'e S.
11,-Zt . (A 1,1 C\--Z 1",i11-0 �
t G:3_,\.. a. f ( V %L__... = v ,e-.9.
6Zc1 -CF i r.) S1ALATVJrI Afin -vvv.° .
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
FEB -13 -95 MON 10:19 PACIFIC RAINIER ROOFING FAX N0, 206 363 4811
e
;'
PACIFIC RAINIER ROOFING, INC.
10135 Stone Avenue North
Seattle. Washington 98133 -8996
Phone (206) 367 -2525
223-01-PA-CI-FR-R2481.0
February 13, 1995
W.G. Clark Construction Company
408 Aurora Avenue North
Seattle, WA 98109
Attention: Jim Lindholm
Reference: Best Products
Tukwila, Washington
P.02
Gentlemen:
Pacific Rainier Roofing, Inc., has installed a roof membrane assembly,
including 3.8" of polyisocyanurate insulation and 3/4" perlite insulation,
consisting of Manville Specification No. 3GIG, data sheet enclosed,
which meets or exceeds the requirements for Class A roofs. This roof
was installed at 240 Andover Park West under the City of Tukwila
Permit No. B94 -0356.
Very truly yours,
PACIIDIC RAINIER ROOFING, INC.
David A. Rash
DAR /jd
CITY OF TUKWILA
REROOF CONDITIONS
Permit No: E194- 035.6
Project Name: BEST PRODUCTS
Address: 240 ANDOVER PK W
Suite:
* *•k **•k* * *•k•k* k * *•k *•k* **.*.�1t
.1( k* k* k k**** :k k* k•k* k* k k
_,. ;
THE FOLLOWING < ;; ,:... • ,,,
LO ING C D`ITIgN53 »WILL� .APPLY TO RE- ROOFiPERMITS .
1 All ; oof ing., ?,r^oje cts wi l be accompli he
d ,ricpmpllOce with
i
Appedi x Oiaptet- 32' of the rm Building
Code“USC)
2. insp,eco- - . •
ew,r..00f tuvering: shall;`n'ot be applied applied without 't,irst
obtaining, a pre= roofin9';' =inspection from the Building. `..
Divi sion:;'and written appt.ova1 from the Building Itis ecter`,
The pre - roofing inspection shall pay particular' attention' to
evidence of .accumulation `of? "wa'ter;: Where extensive'pond`ing
of <<water is app•arer t, `'an analysis.. of the roof structure lfor
compliance with ;e,ct i on 3207, UBC, shall be made and.
t corrective teasures, such as . relocation of root drains sir,
scuppers, res i oping,.of the-,roof or 'Structural structural changes, Shell
l
be, accomplished. An inspection coverang. the above., listed
'topics`' prepared by a qualified '` special inspector; a, `,. "'
;d.eter mined, by the Building Official ', may be accepted in'` lieu
-of the - pre - Inspection by the Bui l`ding' •Inspector. '.;;,.
•
B. A;:f:�inal inspection and approval' shall .•)e' obtained fr 4 the
Buliding :Division when the re- roofing is complete 'r As a
condition-:of the final inspection tot `roofs that re4ire a
fire °. retardant roof covering .. under the provisions :of Table
32- A,1988 UBC, the roof installer shall provide ;.;,the
inspector. with a written-statement indicating .the following
(or something.; similar)
I HAVE INSTALLED A ROOF MFEMBRQ►NE:, ASSEMBLY, INCLUDING INSULATION IF
APPLICABLE, CONSISTING OF (MANUFACTURER), ;:.SPECIFICATION # ____, DATA
SHEET ENCLOSED, WHICH MEETS OR EXCEEDS THE REQUIREMENTS FOR CLASS A
OR CLASS B ROOFS. THIS ROOF WAS INSTALLED AT (ADDRESS), UNDER CITY
OF TUKWILA PERMIT NO.
(The statement shall include the name of the roofing company that
installed the roof, signature of installer and date.)
FEB -13 -95 MON 10:20
PACIFIC RAINIER ROOFING
' Manville Three Ply
Gravel Surfaced
Fiber Glass
Built -Up Roof
FAX NO, 206 363 4811
Specification 3GIG
For use over Concrete or Other Non -
Nailable Decks and Fesco' Board,
Fes - Core", Fesco Foam'r°, UltraGard
Gold", UltraGard Premier" or
Approved Insulation on Inclines of
up to 3" per toot
For Regions 1, 2 & 3
P. 03
U.L, Classifications
Class A
Max, Slope: 3"
Deck: Non - Combust. ' /ti" Plywood
Insulation: Fesco, Fes-Core,
Fesco Foam, UltraGard Gold,
UltraGard Premier, none
Option: ' /2" Petro -Fit" overlay
Surfacing: Asphalt & Aggregate
Max, Slope; 1"
Deck: Combust. & Non- Combust.
insulation: Fesco, Fes -Core,
Fesco Foam, UltraGard Cold,
UltraGard Premier, none
Option: '/2" Retro -Fit overlay
Surfacing: Asphalt & Aggregate
Non•Na'tabio Occk
of npp,oved Ii, onn
Concrcio Pt mt.,
(11 naquired)
i
General
This specification is for use over any type of structural deck
which Is not nailable and which offers a suitable surface to
receive the roof. Poured and pre -cast concrete docks require
priming with Manville Concrete Primer.
It is also for use over Fesco, Fes -Core, Fesco Foam, Ultra-
Gard Gold, UtlraGard Premier or other approved insulations
which are nol nailable and which offer a suitable surface to
receive the roof. Insulations should be installed in accordance
with Manville Insulation Specifications 500, 501, 502, or 503,
Refer to the Manville Industrial /Commercial Hoofing Systems
Manual, It can also be used over Manville Recover Specifica-
tions RC -1, RC -2, RC -3 or RC -4. This specification Is not lo be
used directly over gypsum, lightweight insulating concrete
decks, either poured or precast, or over fill made of light-
weight insulating concrete.
Design and Installation of the deck and /or root substrate
must result In the root draining freely to outlets numerous
enough and so located as to remove water promptly and
completely. Area where water ponds for more than 24
hours are unacceptable and will not be guaranteed.
Note: All general Instructions contained in the current Manville
Industrial /Commercial Roofing Systems Manual should be
considered part of this specification.
rinshings
Plashing details are available on separate specification sheets
or can be found in the Built -Up Roofing Systems Products and
Specifications Manual or the Manville Industrial /Commercial
Roofing Systems Manual,
11.20
Materials per 100 sq. ft. of Flool Area
Concrete Primer:
If required 1 gal,
Felts:
GlasPly" Premier or GlasPly IV 3 plies
Bitumen: (Inter ply)
Incline per fool Asphalt Nominal Weight
Up to '/2" 170`•F, Type 11, Flat 69 Ibs.
1/2" to 3" 190'F, Type Ill, Steep or 69 Ibs.
220 °F, Type IV, Special Steep
. . •
Surfacing;......•.. _...._._ -- - --- - - --
Flood coat of asphalt 60 Ibs.
Gravel 400 - 500 Ibs,
or Slag 300 • 400 Ibs.
Aggregate density, size and coverage will determine actual
weight. Approximale Installed weight: 426. 679 Ibs.
Application
Note; On roof docks with slopes up to 1" per fool the roofing
felts in gravel surfaced specifications may ha installed either
perpendicular or parallel to the roof incline.
Using GlasPly Premier or GlasPly IV, start with a piece 12"
wide, Then over that, one 24" wido, then ovor both, with a full
width piece, The following felts are to be applied lull width,
overlapping the preceding fells by 24'/3" so that at ihsst 3
plies of felt cover the substrate at all locations. Install each
fell so That it Is firmly and uniformly sot, without voids. Into the
hot asphalt (within 25 "F of the EVT) applied just before the
TURNER & ASSOCIATES
October 3, 1994,
Mr Bob Benedicto
Plans Examiner
Dept. of Community Development
Tukwila,WA
98188
RE: Best Products Remodel
Reroof Permit
Dear Mr Benedicto,.
18420 24th Place NE, Seattle, WA 98155 (206) 365 -7431
RECEIVED
CITY OF TUKWILA
OCT 3 1994
PERMIT CENTER
This project has been submitted and approved for building permits. This application was
required after the building permit was issued. All of the information for the reroofing of the
building was included in the initial building permit application, and is repeated here verbally
for the purpose of receiving this additional permit.
The existing roof is to be removed and disposed of legally. A new plywood deck is to be
nailed to the existing 2x4 T & G diagonal wood deck. New R -30 insulation is to be installed
under a two -ply built up roof with a mineral cap. The new roof is required to have a Class C
rating.
Thankyou in advance for your time reviewing this application. Please let me know if anything
needs further explanation.
Sincerely,
Howard R. Turner, AIA
encl:Reroof Permit application
cc :Best Products,WGC,by fax.
.._
FEB-13-95 MON 10:20 PACIFIC RAINIER ROOFING
felt al a nominal rate of 23 lbs. per square over the entire
surface. When installed over insulations, more or less than
23 Ibs. per square of roofing bitumen may be needed due to
the absorbency of the insulation.
Asphalt should meet the requirements established In ASTM
D 312, Never heat the asphalt above the Flash Point (FP).
Heating above the Finished Blowing Temperature (FBI')
should be strictly regulated and never allowed for more than
4 hours, to preclude asphalt degradation.
If the Equiviscous Temperature (E:VT) is not available,
heating guidelines are as follows:
•
Asphalt Type Heating Application
170 °F, Type II, Flat 450 "F
180'F, Type III, Steep 500 °F
220''F, Type IV, Special Steep 500 "F
325 - 400 °F
350. 475 "F
375 - 475 "F
Nailing Requirements: On decks with a slope over 1" per
toot the rooting felts must be installed parallel to the incline
and must be nailed. Nailing strips should be attached to the
deck, run perpendicular to the incline, be capable of retaining
the nails securing the roofing fells, have the same thickness
as the insulation, and be at least 3 ' /z" wide.
Wood nailing strips should be provided at the ridge and at the
following approximate intermediate points:
Incline Nailer Spacing (D) Type of Asphalt
0" • t/2 Not required
'/2." - 1" Nol required
1" 2" 20' lace to lace
2" - 3" 10' face to face
Type II'
Type III
Type 11I
Type III
' Cantull will, Manville DL t,;cI Tech Service Specia'ial regarding projeole
In hol climates as Type I1 asphalt may nal be ponnillecJ in SOHO Oren,.
FAX NO. 206 363 4811
Specification 3GIG
P. 04
Locale a nail at each nailer, spaced ',in" from the leading
edge of the felt, Nails must have a 1" minimum diameter cap.
Where capped nails are not used, fasteners must be driven
through caps having a minimum diameter of 1".
- Asphalt Nallers
1.11_111114111111MMIM4121111,-- Aisne
3 ro" M,n N�ItUrs
r~ y —y
Neil - -•
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Surfacing
Flood the surface with the appropriate asphalt, depending on
the roof slope, at an approximate rate of 60 Ibs, per square.
Embed !heroin an acceptable gravel at the rate of approxi•
mately 400 - 500 Ibs, per square, or an acceptable slog al a
rate of approximately 300.400 lbs. per square, while the
asphalt is still hot. Surfacing aggregate quantity must be
sufficient to provide complete coverage, with a minimum of
50% of the aggregate adhered in the flood coat of asphalt.
Surfacing aggregate material should meet ASTM D 1863.
11.21
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