HomeMy WebLinkAboutPermit MI97-0138 - RIVERVIEW PLAZA BUILDING 3 - REROOFRe'tQ:
Nth mut 3
MI1 13
City of Tukwila (-
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
MISCELLANEOUS PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
252304 -9078
16300 CHRISTENSEN RD
ACOM
MISCPERM
TUC
RE -ROOF
001
North:
TUKWILA
.0 South:
Sewer:
Slopes:
Permit No:
Status:
Issued:
Expires:
MI97 -0138
ISSUED
08/22/1997
02/18/1998
Occupancy: OFFICE
UBC: 1994
Fire Protection:
.0 East: .0 West: .0
TUKWILA
Y Streams:
Contractor License No: HAIGHRC269QK
OCCUPANT RIVERVIEW PLAZA BUILDING 3
16300 CHRISTENSEN RD, TUKWILA, WA 98188
OWNER JOHN HANCOCK MUTUAL LIFE Phone: (206)431 -8336
16040 CHRISTENSEN RD #214, TUKWILA WA 98188
CONTACT RON HAIGHT Phone: 784 -8414
P.O. BOX 70150, SEATTLE, WA 98107
CONTRACTOR HAIGHT ROOFING COMPANY INC. Phone: 206784 -8414
P.O. BOX 70150, SEATTLE, WA 98107
**************************************************** * * * * * * * *i*** * *k * * * *** * *** ** ****
Permit Description:
DEMO AND DISPOSE OF EXISTING BUILT -UP ASPHALT
ROOFING ONLY. REPLACE WITH NEW MINERAL SURFACED
BUILT -UP ASPHALT ROOF - UL CLASS A - APPLIED OVER
EXISTING PLYWOOD ROOF DECK.
**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 115,777.00
PUBLIC WORKS PERMITS: *(Water Meter Permits listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Tine:
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: Public:
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: Public:
******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *:fir * * ** * * * * * * * * * * * *** * * * * * ** * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 971.75
************•**************************************** * * * * * * * * * * * * * ** * * * * * * * * * ** * ** **
Permit Center Authorized Signature: Date:
hereby certify that I have read and examined this permit and know the same
to De true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I ani authorized to sign for and obtain this
development permit..,
Signature:__
Print Name:
Date: _-� y 7
This permit shall become null and void if the work is not commenced within
1ti, 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
Address :.
Suite:
Tenant:
16300 CHRI'STENSEN RD
Permit No MI97 -0138
.,Type: MISCPERM
Parcel # 252304 =9078
** * * * ** ** k.•k•k* M•k ***•k k k * **r ** ***** k. * * *'k•*** * *•k* * ** k *•k•k *•k* *•k**•k•k•k•k k•k•kvk * *•k*****•k.*
Permit Condit.i.ons:
J. No ` changes will be -made, to the plans un l ess approved by the
Architect or Engineer and the Tukwila Building Division,
2; All permits;:inspection:.records,:` and'�appro;v,ed plans shall be
available at the ja,b site 'prior to t'he "'start'of any con -
struction. Thesedocirments {'are to°"be maintained.. and'a'vai l-
able.until final inspection :approval is granted
All constructlon to. be done in c'onfor.mande,.with approved
;plans andy.requirements...of the Uniform Bui'iding :Code .(;1994
Edition) ;as J ame'nded,'- Uniform Mechanical Code (1994:Edition)
and Washington State Energy, Code: (1994 Edition)
,ty .
Validi,�.'of Per.mit.:.' The issua"nof a permit or :.approval;'; of
plans,. spe,cificati,ons, and computat:Ions shall not be.con=``+
strue,d.,to„ be a permit for, o'r an approval of any violation .
of any' of the prov i s i.x ns of the. building code or''of
othe,r:or�din'ance:' of the..jur.isd- icti`on. No permit presuming t
giveuautihorirty?'to violate orancel the provisions'of th;ls
codelfr: hall` "be'.va1i�i. ,°
i
Status: ISSUED
Applied:; 08/19/1997
Issued :• 08/22/1997
CITY OF TUKWILA
REROOF CONDITIONS
Permit No.: MI97 -0138
Project Name: RIVERVIEW PLAZA BUILDING 3
Address: 16300 CHRISTENSEN RD
Suite:
** * * ** k* * * * ** k*•k k k* k ** k•k k k kh* *k* kA'kyU'k;4* *A ki** k•k k* ** k* k k* k k k k k k k k k k k* k* ** k *k
THE FOLLOWING CONDIT.:IONs, WILL APPLY TO RE -ROOF PERMITS':
1. All re- ,roofing_.projects will. be accomplished: >in compliance with
Append•ax.•Ch•apte'r, '15 of,,the Uniform Building. Code (UBC).
2. Inspections :,
I
111
ew:'ruof coverings, shall not be applied without first,
bt'a''ithing. a pre - roofing•,. .inspection from the Bui.iding
D i v`'i s;i on and
written ap,Orova l :.from the Building . Inspector .
The pre -roof ing —inspec.tOon shall pay particular attent.ign to
evidence of accumulat,;orr of water. . Where exten�3ive, ponl1ing
of water i s•'rapparent,; ;an „ana•l.ys i s of-.the root .,s t,ructure :for
tromp l i a;nc:e with Sect l n 1506, U,BC, shall be made and
corrective measures, ;s'uch a 'rel oca.t i on of root drains o,r
s1oup+per,s, ` re,s l op thg. o.t , the ,, roof or structural c "hinge., sha l l
be 'Accomplished'. An'.`in'spection covering the ibo.ve.,,,iistted
tpp:;jic.s prepare•d,byHa qual,l,f..ied':•specil.• inspector, as
da.t..e,r;,mined by the Gui lding 'Off ic.i.al ",` may be accepted ifhPl ieu
of the •pre- inspection by the Building I,n pector
tinal inspection and approval ,•sha.11 •b.e obtained front the
;Building Division when the refl.-roofing is complete. :,'AS a
'condition of the final inspection forr.00fs that require a
f•i;re,retard,ant roof covering under the provisionsot Table
15' -�./ , .1 994.: U.BC, the roof installer shall pray i de the
inspector with a written statement indicating .the following
(or something Simi larJ':,.
I HAVE INSTALLED A ROOF: :MEMBRANE ASSEMBLY, INCLUDINNSULATION IF
APPLICABLE, CONSISTING OF (MANUFACTURER), SPECIFICATION # , DATA
SHEET ENCLOSED, WHICH MEETStOR .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.)
CITY OF "7.IKWILA
Permit Centel
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
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 Name/Tenant:
Rwt ►ned R0►z4 BU(L WV 3 POW oCF
Value of Construction:
.ji /v,' 777 610
Site Address: �, .1 _ �, City State/Zip:
(�.vcwu.4,,t4 A• feisf)
Tax Parcel Number:
5301' 907 cY.g
Property Owner: a tetW6RVtew Pt.iyA
To {ZREEF M6Na .n' C p4 Jf
Phone:
431
.. g 33G
Street Address: City State/Zip:
*IX) CKtfzc�atSal QvfoC 101 (�+ Nil %UM/
Fax #:
Phone:
-
ix 76(„y 4 i02,"
Contact Persgp;,.xQ_ _�._„� i n��7 /4 �6 ff7
(,tom
Street Address: r. City State /Zip:
Fax #:
Contractor:
eesepascp corm . i bz...
Phone:
Fax #:
784 -8414
7di4.. /oSts
Street Address: City State/Zip:
49 tro -(S' Af+l .r4. V. t?O• 8*7o1 44,, (, J!1 9gto7
Architect:
D7 G t P• ft.;..
Phone:
(7i4)
675- 7177
Street Address: , �� Ci,ty State /Zip:
c2 / A. -. _ �. Gam/ Y� ffr L
Fax #:
Engineer: f.769$
Phone:
Street Address: City State /Zip:
Fax 0:
• MISCELLANEOUSMERMIT' REVIEW 'AND'APPROVALiREQUESTED'(TO BErFIL:LED.OUT'BYAPPL1CANT): t.'
Description of work to be done: WAD. bOrete OF SK.v1Tw:6, Gum. up Airsbeir itveFtgKs CoUJI. RE%4C4 Na 1114
NSW HwE(A4 �.7ac' 4O 5otL tiff' d�,Pr[�4T Rae�F - t14. G,4bSS A-w .Ltla 4NL"tR Ei4 ggkfl)RaJt:zaD tiitf Oe3tJt
Will there be storage of flammable /combustible hazardous material In the building? ❑ yes ano
Attach list of materials and storage location on separate 8 1/2 X 11 per Indicating uantltles & Material Safet Data Sheets
71 Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead/Docks ommercial Reroof
❑ Demolition in Fence ❑ Mechanical ❑ Manufactured Housing- Replacement only
in Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems
in Tempora Facilities ❑ Tree Cutting
APPLICANTTREQUEST4FOR MISCELLANEOUS;PUBLIC.IWORKS PERMITSV.;t
■ Channelizatlon/Striping ■ Curb cut/Access /Sidewalk ■ Fire Loop /Hydrant (main to vault) #: Size(s).
❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. it.grading/clearing
in Landscape Irrigation ❑ Sanitary Side Sewer 0: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use Cl Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s).
❑ Water Meter Temp # Size(s : Est. quantity: gal Schedule:
❑ Miscellaneous DI Moving Oversized Load/Hauling
MONTHLY SERViCEBILLINGSTO :;., ...
;<<<...` ..
:. ............: . ..
:..
Name:
Phone:
Address:
City /State /Zip:
0 Water
0 Sewer
0 Metro
0 Standby
WATER METER DEPOSIT /REFUND BILLING:
Name:
Phone:
Address:
City /State /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 revision 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.
Data application accepted:
- \a —qn
Date application expires:
Application taken Anitlais)
ALL MISCELLANEOUS P. '/ IT APPLICATIONS MUST BE SUB • ED WITH THE FOLLOWING:
> ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
> BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
D ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
D STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
D CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.) ! .
❑
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR
PERMIT REVIEW
'Sub iit:checkiist,. Fk M -9,
' '' �'''', {`.r`• + `'�
1'. 0 .. 1 . ), •P,A.. •, t• ;
Above'. Ground.Tanks/Water: Tanks =; Supported.directiy upon•gra "de'';''
exceeding; 5,000 •gailons-and `a. ratio of height to ; diameter.' or wigth "' -
,1 f - ,'' ..4Ja +, •:. 1•174,.:0.;.
which exceeds � :1-�• I.
." •• • '�'
❑
Antennas /Satellite,, Dishes, ' ,;.. +` < ,
`S,Ub t1tchttQ�Clist ?Nda`M 1
f•
Awnings /Canopies . No:signage •
Comrnerciaf TenantFlrptprovement
El
Bulkhead/pock ''
Submit checklist'' Noy: 10 •
❑ .
Commerclal•,Reroof t
!`r , 3r i�,..LV'
Submit checklist No: M 6.
Nc:a. ,/a;,;1i ,' -.. i,;,1K'�iw�
❑
Demolition • ;rf �.` • •
..Submit•checklist No; M- 3,:'M -3q
❑
Fences - O er 6'feet :in Height
Submit tchecklist -No: M -9
❑
Land Alteriing/Graming/Preloads,
Submit checklist :.' No: Ni -2
❑
Loading Docks., :41;,4 '_., 440'`` ; ' ;'�4 �'''Oommerciat.Tenant
_ '
Improvement
Permit. Submit checklist No: H -17
E
Mechanical (Residential•& Commercial)..,; ' .
,.t • ' `
' Submit' checklist..., No., M -8,',
: Residential',only: - H -6,: H -16'
❑
Miscellaneous ;Public;Works;Permits••i : t f;;
Submit - ecklist No; H 9
❑
Manufactured Housing?(RED iNSIGNIAIONLV) ° ;; ,
,St ubmi checklist No: M -5jt,
'Moyin9;Qver'siized L;o> cl/HauN,i g,. ,;, , } ; , ! it
Stibmit.chr cklist�' 'Nof M 5:' %�•` . i. -'
❑
Parking Lots `..,
•
Submit checklist. No: M -4
❑
Residentlal:Reroof = •;Exempt with following exception i:lf.roof;structure:-
to be•repaired:or replaced• - ., " ,
;Residential Building Permit .
Submit checklist! No: M -&.
Retaining Walls -:Over 4 feet in height
,Submit checklist ;No: . M -1:
❑
Temporary. Facilities .
:Submitchecklist, ', No: M -7
❑
••TemporaryPedestrian Protection/Exit'Systems �: ,;• , ;
Submit;checkiist •No :: M -4.
❑
Tree Cutting..
Submit checklist .No :. M-2
❑ 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 ".
Bullding:Owner /Authorized Agent. If the applicant is other then. th e, owner,; registered, arcttitect/englnearf,or contractor licensed
by the State of Washington, a notarized letter from property.owner authorizing the agent to subs it this permit application and
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS
PERMIT.
BUILDING OWNER R AUT RIZE AGENT:
Signature:
/
Date:iaire/ST /y 7'77
Print name: ec / / /G�
1�`—O
Phoney,._ IT
f•
I Fax iir tj /v5i/
Address:
�aX 7o/Se
CityJS(ta1�eJZlip.
� 4 �(� febeG7
AArcrnAAT nnr 7/11/AA
k**** k**,****•** k*:***.**** kkh.******* ***.** ** * *****k * *•A *•kkA*****•k ** COMMUNITY.
ITY OF 'TUKWI:L,A, WA •. �'� • T11 MI DEVELOPMENT
* *_+k *.*,**** **** * * *,t * * * *•k k k•A• ** ;k k * *kk•A * * *k* * * ******.%**•k1•k.A*
TRANSMIT Number,: 89700629 Amount: 971:75 0.8/19/97 15:39
Payment Method :: CHECK .Notation: ,HAIOHT ROOFING In it: SLq
Permit No MI97• -0138 Type: MISCPERM 'MISCELLANEOUS PERMIT
Parcel No: 252304-9078
Site Aaddress :. 15300 CHR ISTENSE N RD
Total Fees: 971.75
This Payment 971.75 Total ALL Pmts: 971.75
Balance :: .00
**** *•k *i1 * * *k *k* * * ** * *k * ** * *A•k ** ABC * * * * * * * * * * * * * * **k* * * * * *k ** * ***
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
,Account Code
000/322.100_
0.00/ 386.904
Amount
967.25
4.50
/x'97 -x/38
I (l
INSPECTION NO,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with perry, -. -
PERMIT NO,
1 -3670
Project:
u
/y
�'l 4,1
Type of inspe ,;:z.. i
)
Addre
D to calla _.
lOate wanted: /61-2,-?7-'' /
Spec al instructions:
Requester:
Phone No.:
pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Date/09g
$42. `REINSPECT' FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Ti
l
INSPECTION RECORD,•'
Retain a copy with perk_}.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
011ar!; 015
PERMITNO.
(206) 431 -3670
Project: (2.1 r UI�( plaza
..Type of inspection
Date called:
_____
Date wan
.4 ,
1'
/
jjckd: -a�-cii a.m.
Ron \G ill,
Address:
I (o ao Chr't n n Rd
Special instructions: ems 3
nrn 6Q elks 6,4G, a
tN I'
Requester :
Phone No.:
Approved per applicable codes. n Corrections required prior to approval.
COMMENTS:
ptNat►AG, 1 a c.,Elsis 6v, L_D1IX?
Inspec
Date:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
i
"SINCE 1919"
HAIGHT ROOFING COMPANY, INC.
Mailing Address: P.O. Box 70150, Seattle, Washington 98107
Office Address: 4910 15th Ave. N.W„ Seattle, Washington
INOUSTRIAL— COMMERCIAL — ROOFING and SHEET METAL WORK
REROOFING SPECIALISTS
November 20, 1997
City of Tukwila
Building Division
6300 Southcenter Boulevard, # 100
Tukwila, Washington 98188
Attn: Ms. Shellie Bates
Re: Permit Number:=MI97- O138,
Area Code: (206) 784 -8414
RECEIVED
CITY OF TUKWILA
NOV 211997
PERMIT CENTER
Dear Shellie,
This letter shall serve as confirmation that Haight Roofing Company, Inc. has completed the re-
roofing project on the Riverview Plaza Building 3. The new roof membrane assembly consists of
a Johns- Manville specification 4GNC, manufacturer's data enclosed, which meets the
requirements for a U.L. Class A fire rating. This roof was installed at 16300 Christensen Road,
Tukwila, WA under City of Tukwila permit no. M197 -0138.
Sincerely,
HAIGHT ROOFING COMPANY, INC.
Ron Haight,
Estimator / Project Manager
rnj
Johns Manville
ROOFING SYSTEMS
The name respected for roofing
since 1858 is back, with more
product choices than ever.
RECEIVED
CITY OF TUKWILA
NOV 2 it 1997
PERINI CENTER
Specification 4GNC
Four Ply
Mineral Surfaced
Fiber Glass Built -Up Roof
duilt•up Rooting Spot ifkaallons
For use over wood or other nailable
decks on inclines of 'h" to 6" per foot
(20.8 to 500 mm /m)
For Regions 1, 2 and 3
Naltaole Deck
Sheathing Paper
(II Required)
GlasBase,
GlasBase Plus,
Ventsulation or
PermoPly 28
2
Bitumen
Bitumen
\.. GlnsKap
Mineral Surfaced
Cap Sheet •
• End Laps
Staggered
3' Apart (Min.)
2' Lap
•
GlasPly Premier,
GlasPly IV or
PormaPly•R
•2' Lap
.
6' End
't
Lap T
Materials per 100 sq. ft. of Roof Area
000d�boaarrd Paper:
Wood 1 layer
Felts:
GlasBase, GlasBase Plus, PermaPly 28 or Ventsulation Felt 1 ply
GlasPly Premier, PermaPly-R or GlasPly IV 2 plies
GlasKap, Mineral Surfaced Cap Sheet 1 ply
Bitumen (Interply):
Incline per foot Asphalt Nominal Weight
Up to 1" 170 °F, Type II, Flat 69 lbs.
1°1o3" 190°F, Type III, Stdap 691bs.
3" to 6" 220 °F, Type IV, Special Steep 69 lbs.
0 to 6" PermoMop 69 lbs.
Approximate installed weight 175 - 260 lbs.
General
This specification is for use over any type of approved structural
deck (without insulation) which can receive and adequately retain
nails or other types of mechanical fasteners that may be recom-
mended by the deck manufacturer. Examples of such decks are
wood and plywood. This specification is not for use directly over
lightweight, insulating concrete decks.
Design and installation of the deck and /or substrate
must result in the roof draining freely and to outlets
numerous enough and so located as to remove water
promptly and completely. Areas where water ponds
for more than 24 hours are unacceptable and are
not eligible to receive a Schuller Roofing Systems
Guarantee.
Note: All general instructions contained in the current Schuller
Commercial /Industrial Roofing Systems Manual should be consid-
ered part of this specification.
riash1nas
Flashing details can be found in the "Bituminous Fleshings" section
of the Schuller Commercial /Industrial Roofing Systems Manual.
�.,t^pii;GtiPr
Over wood board decks, one ply of sheathing paper must be used
under the base felt and on top of the wood board deck.
Note: On roof decks with slopes up to 1" per foot (83.3 mm /m),
the roofing felts may be installed either perpendicular or parallel to
the roof incline. On slopes over 1" per toot (83.3 mm /m), refer to
Paragraph 6.11 of this section for special requirements.
Using GlasBase, GlasBase Plus, Ventsulation, or PermaPly 28,
start with a 12" (305 min) width (a specific base sheet may be a
condition of Guarantee). The following base sheet courses are to
be applied full width, lapping the preceding felt 2" (51 mm) on the
side kips and 4" (102 mm) on the end laps. Nail the side laps 9"
(229 mm) o.c. Down the longitudinal center of each felt, place two
rows of nails spaced approximately 11" (279 mm) apart, with the
nails staggered on approximately 18" (457 mm) centers. Use nails
or fasteners appropriate to the type of deck with 1" (25 mm) mini-
mum diameter caps. For additional fastener information, refer to
the Fastener Data in the "Roof Deck" section of the current Schuller
Commercial /Industrial Roofing Systems Manual.
Using GlasPly Premier, PermaPly -R, or GlasPly IV, apply a piece
18" (457 mm) wide, then over that, a full width piece. The follow-
ing felts are to be applied hill width overlapping the preceding felts
by 19" (483 mm) so that at least 2 plies of felt cover the base
felt /substrate at all locations. Install each felt so that it is firmly and
uniformly set, without voids, into the hot bitumen (within t25 °F
[t 14 °C] of the EVT) applied just before the felt at a nominal rate of
23 lbs. per square (1.1 kg•m2) over the entire surface. Installation
over porous substrates such as roof insulation may require up to
33 lbs. per square (1,6 kg /m') of hot bitumen,
Surfacing
Prior to application of GlasKap, cut the cap sheet into handleable
lengths (12' - 18' [3.66 m 5.50 m]). Lay the material out on the
roof and allow it to relax and flatten. To accommodate a hill width
sheet, apply a mopping of hot asphalt, approximately 20 °F above
the EVT, at a nominal rate of 23 lbs. per square (1.1 kg/m2). (The
higher temperature of asphalt maximizes the bonding of the cap
sheet to the ply felts.) Then flop the cap sheet into the hot asphalt.
On subsequent courses, the cap sheet is positioned upside down,
directly over the sheet in the preceding course such that the side lap
area of the preceding sheet is exposed. Care should be token to
maintain 2" (51 mm) side laps and 6" (152 mm) end laps. Asphalt
is applied in the same manner as before, making sure to also cover
the 2" (51 mm) exposed side lap. Asphalt may also be applied to
the exposed "upside down" cap sheet, prior to "flopping" it into the
hot asphalt. The cap sheet must be firmly and uniformly set, without
voids, into the hot asphalt with all edges and laps well sealed.
Asphalt should meet the requirements of ASTM D 312. The contrac-
tor must provide a Schuller confirmation number for asphalt on jobs
which require a Guarantee. Check with a Schuller Technical Service
Specialist for special requirements in hot climates.
Built-Up Roofing Specifications
Number of Plies - -s►
Roof Finder Index
Type of PIy
G = Fiber glass
1
4 Surfacing
G = Gravel
S = Smooth
C = Cap Sheet
Substrate P = Protected
CT = Coal Tar Specs
I = Insulated and /or
Non - Nailable
N = Nailable
L = Lightweight Concrete
Deck Roof Spec.
Surface Region' Type Slope Composition Number Page
Smooth All 1 Up to 6" 4 plies Schuller Ply Felt 4GIS 6 -13
Smooth All 1 Up to 6" 3 plies Schuller Ply Felt 3GIS 6 -14
Smooth All N Up to 6" Schuller Base Sheet, 4 Schuller Ply Felts 5GNS 6-15
Smooth All N Up to 6" Schuller Base Sheet, 3 Schuller Ply Felts 4GNS 6-16
Smooth 2 & 3 N Up to 6" Schuller Base Sheet, 2 Schuller Ply Felts 3GNS 6-17
Grave All
Grave All
Grave All
Grave All
Grave 2 & 3
Grave All
Grave All
Grave 2 & 3
Grave All
Grave All
Up to 3" 4 plies Schuller Ply Felt 4GIG 6-18
Up to 3" 3 plies Schuller Ply Felt 3GIG 6-19
N Up to 3" Schuller Base Sheet, 4 Schuller Ply Felts 5GNG 6-20
N Up to 3" Schuller Base Sheet, 3 Schuller Ply Felts 4GNG 6-21
N Up to 3" Schuller Base Sheet, 2 Schuller Ply Felts 3GNG 6-22
L Up to 3" Schuller Base Sheet, 4 Schuller Ply Felts 5GLG 6-23
L Up to 3" Schuller Base Sheet, 3 Schuller Ply Felts 4GLG 6-24
L Up to 3" Schuller Base Sheet, 2 Schuller Ply Felts 3GLG 6-25
Up to 3" Schuller Base Sheet, 3 Schuller Ply Felts 4GIG (Alt) 6-26
Up to 3" Schuller Base Sheet, 2 Schuller Ply Felts 3GIG (Alt) 6-27
Minera All
Miners All
Minera 3 only
Minera All
Minera .. All
Minera 3 only
%," to 6" 4 plies Schuller Ply Felt & GlasKap 5GIC 6 -28
%," to 6" 3 plies Schuller Ply Felt & GlasKap 4GIC 6 -29
%" to 6" 2 plies Schuller Ply Felt & GlasKap 3GIC 6 -30
N %" to 6" Schuller Base Sheet, 3 Schuller Ply Felts & GlasKap 5GNC 6.31
N 'Y.'!. to 6" Schuller Base Sheet; 2 Schuller Ply Felts & GlasKap 4GNG 6-32
N %" to 6" Schuller Base Sheet, Schuller Ply Felt & GlasKap 3GNC 6-33
Grave All
Grave All
Grave All
Grave 2 & 3
Grave All
Grave 2 & 3
Up to %" 4 plies Schuller GIasPIy Premier 4GIG -CT 6-34
Up to %" 3 plies Schuller GlasPly Premier 3GIG -CT 6-35
N Up to V4" Schuller Base Sheet, 3 Schuller GlasPly Premier 4GNG -CT 6-36
N Up to 'h" Schuller Base Sheet, 2 Schuller GlasPly Premier 3GNG -CT 6 -37
L Up to %" Schuller Base Sheet, 3 Schuller GlasPly Premier 4GLG -CT 6 -38
L Up to'' /," Schuller Base Sheet, 2 Schuller GIasPIy Premier 3GLG -CT 6-39
'See Specification for any additional limitations.
Schuller Maakswm Insulation Re No.
Spedlkation Fite ; S�pe Deck Approved Tkkkaess lose PI Other Report Guide
Numbs R�IMr;`:, 1 .) Type Insulations (M.) Felt Felts SudFadal Comments No. Cord
Grovel Surface
1. 3.561G, A 1 NC '16, FF,1E5(0, Any 1- GBASE, PP28, 2 or more GP IV, Grovel Asphalt 86NK5495 R10167
3.5686 FG, F( or RF thickness VENTS'N, DBASE GP PREMIER or 9211827628 (•3
over above or GBASE PLUS PPR
2. 3.5616, A 1 (.15/32 'U6, FF, FESCO, Any I - GP IV, GP PREMIER, 2 or more GP (V, Gravel Aspholl General 810167
3.5686 FG, FC or RF thickness GBASE, VEN1S'11, DBASE, GP PREMIER or 918821628 0.6
over above PPR, PP28 or GBASE PLUS PPR
3. 3.56IG, A 3 (•3/4 '110, FF, FES(0, Any I - GBASE, PP28, 2 or more GP IV, Grovel Asphalt General 810161
3.5086 FG, FC or RF thickness VENTS'N, DBASE, GP PREMIER or 918827628 E•7
over above or GBASE PLUS PPR
4. 3.56IG, A 3 C.3/4 '116, FF, FES(0, Any - 3 or more GP IV, Grovel Asphalt General 810167
3.5686 FG, f( or RF thickness GP PREMIER or E•8
over above PPR
5. 3.56NG A 3 (.15/32 Hone - 1- PP28 or GBASE 2 or more GP IV, Gravel Asphalt New R10167
GBASE, PP28,
GP PREMIER or PPR
6. Recover, A 3 NC RF, FG, UG, Ff, Any [Any UL classified (loss A Grovel Asphalt General R10167
Grovel FC or FES(0 Ihkkness BUR membrane system] (1) 11.5
7. Recover, A 2 (•15/32 RF, FG, UG, FF, Any [Any 11. classified Class A Gravel Asphalt General R10167
Gravel FC or IES(0 thickness BUR membrane system] (I) 0.1
8. Recover, A 1 C.15/32 RF, FG, VG, FF, Any - 3 or more GP 19, Gravel Asphalt General 810161
Grovel 1( or FES(0 thickness GP PREMIER or PPR (1) P•9
9. 3.50IG•(T A 1/2 NC UG, FF, FC, Any - 3 or more GP IV, Gravel Coal tar General R10167
FG or FES(0 or thickness GP PREMIER (Type I or III) H1.1
RF over above
10. Recover, A 1/2 NC RF, FG, UG, FF Any - 3 or more GP IV, Gravel (ool tar 86NK18944 R10167
3.5GIGdT FC or FES(0 thickness GP PREMIER (Type I or III) N4
Cap Sheet Surface
1. 3.5010, A 1 NC '110, FF, FC, Any 1- GBASE, PP28 1 or more GP IV, 1- GKAP Asphalt General R10167
3.5680 FG, FES(0 or thickness 91815 8, DBASE GP PREMIER or PPR 9111827628 C•4
RF over above or GBASE PLUS
2. 3.561(, A 1 NC 'UG, 11, F(, Any - 2 or more GP 1V, 1- GKAP Asphalt General R10167
3.5611( FG, FESCO or thickness GP PREMIER or PPR 0.5
RF over above
3. 3.5GIC, A I.1 /2 NC 'UG, FF, F(, Any - 2 or more GP IV, 1- GKAP Asphalt General R10167
3.5611( FG, FES(0 or thickness GP PREMIER or PPR 1.10
RF over above
4. 3.561C A 2 NC 'UG, FF, FC, Any 1- GBASE or 2 or more GP IV, 1- GKAP Aspholt Now RI0167
3.568( FG, FESCO or thickness P128 GP PREMIER w PPR
RF over above
5. 3.56IC, A''` 1 (.15/32 '116, EF, F(, Any 1- GP IV, GP PREMIER, 1 or more GP IV, 1- GKAP Aspholl General R10167
3•SGNC' FG, FES(0 or thickness GBASE, 91815'8, DBASE, GP PREMIER or PPR 9114827628 G•11
RF over above PPR, P128 or GBASE PLUS
6. 3GIC A 1 (•15/32 '116, FF, F(, Any 1- GP IV, GP PREMIER, 1 DPLY or 1- GKAP Asphalt General R10167
3GNC FG, FESCO or thickness GBASE, VENT511, DBASE, DBASE 918827628 6.12
RF over above PPR, PP28 or GBASE PLUS 61.13
7. 3.5610 A 2 (.15/32 LIG, FF, F(, Any 1- GBASE or PP28 2 or more GP IV, 1- GKAP Asphalt New 810167
FG, FES(0 or thickness GP PREMIER or PPR
RF over above
r-
•
8 -20 -1997 9:29AM
•
"SINCE 1019"
August 20, 1997
la
FROM HAIGHT ROOFING INC 206 781. 1058
P. 1
HAIGHT ROOFING COMPANY, INC.
Mailing Address: P.O. Box 70150. Seattle, Washington 98107
Office Address: 4910 15th Ave. N.W., Seattle, Washington
INDUSTRIAL—COMMERCIAL—ROOFING and SHEET METAL WORK
REROOFING SPECIALISTS
City of Tukwila
Dept. of Community Development
Permit Center
6300 Southcenter Boulevard
Tukwila, WA 98188
Attn:
Re:
Ms. Shellic Bates
Permit Nos.
MI 97 -0137
MI 97 -0138
Dear Shellie,
Area Code: (206) 784 -8414
We have received your fax request for additional information pertaining to the above referenced
permit applications and enclose documentation regarding the roof system manufacturer's printed
specification and UL test approval documentation, Upon review you will see the system intended
for use as submitted and approved by the building owner's representative is a standard mineral
capsheet surfaced built -up asphalt roof system, typical of many roofs within your jurisdiction,
and conforms to the criteria established for a Underwriters Laboratories Class "A" fire rating
when applied accordingly over a combustible deck.
Regarding the insulation issue; the existing insulation is placed beneath the roof decking on both
buildings and as such we are not disturbing, altering, or changing the thermal insulation
characteristics as presently exist. This is strictly a process of removing the existing roofing
materials and replacement with virtually an identical roof membrane assembly as exists now.
If you have any more questions please contact me at your earliest convenience, Thank you for
your prompt attention to our applications.
Sincerely,
Haight Roofing Company, Inc.
on Haight,
Estimator/Project Manager
8-'20 -1997 9 : 30AM
tri
FROM HgAIGHT ROOFING INC 206 784. 1058
Specifi:ctjora 4GNC
Four Ply
Mineral Surfaced
Fiber Glass Built -Up Roof
Built -Up Roofing Specifications
For use over wood or other nailable
decks on inclines of 'A" to 6" per foot
(20.8 to 500 mm /m)
For Regions 1, 2 and 3
P. 2
t•1.7111WD DOCK
Sne+tt°ng Praper
Of Requited)
alaeeeee,
Glarlsaso Pius,
Venleulellon or
Permnr'I(l S
: CIa Kio
wnorsi SurttaeQd
COO Sheet
• end Um,
. Slegpered
• 3' Apatr
f
•
Materials per 100 set. ft. of Roof Area
Sheathing Paper.
Wood board decks only 1 layer
Felts:
GlosBose, Glasease Plus, PermaPly 28 or Ventsulaiion Felt 1 ply
GlasPly Premier, Perm:P6,4R or GlasPly IV 2 plies
GlosKap, Mineral Surfaced Cop Sheet 1 ply
Bitumen (Interply):
Incline per foot
Up to 1'
1 "b3"
3" to 6"
0to6 "••
Asphalt'
170 °F, Type II, Flat
190 °F, Type III, Steep •
220 "F, Type N, Special Steep
PeanaMop
Nominal Weight
• 69 lbs.
6916s. ,
69 Ibs,
691bs,
Approximate Installed weight 175 - 260 lbs: '
•
This specification is for use over any ype of approved structural
deck (without insulation) which can receive; and adequately retain
nails or other types of mechanical fasteners that may be recom-
mended by the deck manufacturer. Examples of such decks ore
wood and plywood. This specification is not for use directly over
lightweight, insulating concrete decks.
Design and installation of the deck and /or substrate
must result in the roof draining freely and to outlets
numerous enough and so located as to remove water
promptly and completely. Areas where water ponds
for moro than 24 hours are unacceptable and are
not eligible to receive a Schuller Roofing Systems
Guarantee.
Note: All general instructions contained in the current Schuller
Commercial /Industrial Roofing Systems Manual should be consid-
ered part of this specification.
sra^es
Flashing detoils can be found in the "Bituminous Fleshings" section
of the Schuller Commercial /Industrial Roofing Systems Manual.
Over wood board decks, one ply of sheathing paper must be used
under the base felt and on top of the wood board deck.
Note: On roof decks with slopes up to 1• per foot (83,3 mm /m),
the roofing felts may be Installed eitherperpendicular or parallel to
the roof incline. On slopes over 1" per toot (83,3 mm /m), refer to
Paragraph 6.11 of this section for special requirements.
Using GlosBase, GlosBose Plus, Ventsulotion, or PermaPly 28,
start with a 12" (305 mm) width (a specific base sheet may be a
condition of Guarantee). The following base sheet courses are to
be applied full width, lopping the preceding felt 2" (51 mm) on the
side laps and 4" ( 102 mm) on the end laps, Nail the side laps 9"
(229 mm) o.c. Down the longitudinal center of eoch felt, place two
rows of nails spaced approximotely 11• (279 mm) apart, with the
nails staggered on approximately 18" (457 mm) centers. Use nails
or fasteners appropriate to the type of deck with 1" (25 mm) mini-
mum diameter caps. For additional fastener information, refer to
the Fastener Data in the "Roof Deck" section of the current Schuller
Commercial /Industrial Roofing Systems Manual,
Using GlasPly Premier, PermaPly-R, or GlosPly IV, apply o piece
18" (457 mm) wide, then over that, a full width piece. The follow-
ing felts are to be applied full width overlapping the preceding felts
by 19" (483 mm) so that at least 2 plies of felt cover the base
felt /substrate at all locations. Install each felt so that it is firmly and
uniformly set, without voids, into the hot bitumen (within ±25°F
( ±14 °C) of the EVT) applied just before the felt at a nominal rate of
23 lbs, per square (1.1 kg.m') over the entire surface. Installation
over porous substrates such as roof insulotion may require up to
33 lbs, per square (1,6 kg /m') of hot bitumen.
Surfacing
Prior to application of GlasKap, cut the cap sheet into handleable
lengths (12' - 18' (3.66 m - 5.50 m)). Lay the material out on the
roof and allow it to relax and Flatten. To accommodate o full width
sheet, apply a mopping of hot asphalt, approximately 20 °F above
the EVT, at a nominal rate of 23 lbs, per square (1.1 kg/m9. (The
higher temperature of asphalt maximizes the bonding of the cap
sheet to the ply Felts.) Then flop the cap sheet into the hot asphalt.
On subsequent courses, the cap sheet is positioned upside down,
directly over the sheet in the preceding course such thot the side lap
area of the preceding sheet is exposed, Care should be token to
maintain•2" (51 mm) side lops and 6" (152 mm) end laps. Asphalt
is applied in the same manner os before, making sure to also cover
the 2" (51 mm) exposed side lop. Asphalt may also be applied to
the exposed "upside down" cop sheet, prior to "flopping" it into the
hot asphalt. The cop sheet must be Firmly and uniformly set, without
voids, into the hot asphalt with all edges and laps well sealed.
Asphalt should meet the requirements of AVM D 312. The controc-
tor must provide a Schuller confirmation number for asphalt on jobs
which require o Guarantee. Check with a Schuller Technical Service
Specialist for special requirements in hot climates,
8-20-1997.930AM
UL/FM Approvals
• Ul. Approycla
Built-Up Roofing hiernbrtnes
Comments:
Tapered insulation may be used in the systems provided they
do not exceed the indicated incline or thickness.
Vapor barriers or ply sheets are optional beneath roof
insulation in systems.
Taped joints ore optional with Fiber Glass Roof Insulation.
Red rosin paper must be used over combustible (plywood)
decks when GlosPly IV, GlasPly Premier or PermaPly-12 are
nailed as base sheets in membrane systems.
PerrnaMop is an acceptable alternative to asphalt in these
systems.
Notes:
Denotes optional use.
Va Available on West Coast only (Region 3); the GlasBase
felts are adhered using Cold Application Cement at a rate
of 3 gol/sq. (1.22 liters/mi.
(1.) Over existing Class A, 13 or C roofs.
(2) MBR Cold Application Adhesive.
Grovel Su►lea
Maximus Iotalollos Pao No.
Slate Oetk Approved lhkknes►, coo Ply Oa" Report Caide
(in.) Type Insulations (uf.) Fell Ttits Suffering (orationIs No. Cord
1. 336IG, 11 1
3.3696
N(
'UG, IF, FIS(0, My 1– GEMS!, PP2B, 2a mow GP IX Growl Asphoh 160005493 010167
16,1(a R1 dUcknen VENIS'N, D3ASE GP PREMIER a 9211027623 G3
0101 above or6BASEPIUS PPR
2. 3.3610, A 1 (.15/31 'UG, IF, 115(0, My 1 –GP IV, GP ULMIIO, 2 a Mora GP (V, Growl Aslholl Genital 010167
3•SCNG IG, IC or II Itcknus GRAS), VCNIS'It DIASII, GP PRUlIIR or 9INN77678 0.6
via ohms PPR, PP28 or GBASE PIUS ?PA
3. 3416, A 3 (.3/4 'UG, IF, /IRO, by 1 –GBASE 1928, 2 oraERRGP IV, Growl Asiiall Genaul 110167
3•56N0 1G, F(a 11 Ilickn+ss VIIITS'N, DIAII, GP 1Q11iiR or 9111021620 0.7
vier chose or GIASE PIUS PPR
4. 3.5016, A 3 (.3/4 'NG, IF, IBM, Arty — 3 or more 67 IV, Growl Aspinh Gtnewl 110117
3.56110 F0,1(or Al ikokneu GP PAIMIII or At
vier obow PPR
S. 3.5616 A 3 (.03/32 Nose — I – PPlI a GB6S1 2 or mae 6P IV, Grovel bphtll No 110167
681151, P729,
GP P0111111 a PPA
6. 1uo1e1, A 3 N( R(, IG, U6, F1, Any (Any Ill dos1Pad UMssA Growl Asphoh Control 110161
Grad 1(a 111(0 ISIMess BUR mimeo ryshm) 111 11.5
7, Rxowr, A 1 (•15/32 RI, 76, UG, II, My IAny 0I (1onit4d (Use A Grosel Asphoh Gonual 110167
Goal IC a FIS(0 dictness BUR waist Roo system) 11) 0.7
I. Roarer, A 1 (•15/32 RI, F6, U6,11, My — 3 or more GP It Growl Aspholl Gonad 1110161
Gtuwi IC a 105(0 Mantis GP 1R11111R or PPR (1) P•9
9. 3- SGIG.0 A I/2 09 116, 9, I(, — 3 or awe GP IV, Gard fool lot Grnotol 110167
IG a FES(0 or iitknest GP PR0NAIR (reps I a 1111 01.1
RF ova alma
00, Kowa, A I/2 NC If, 16,11G, If My — 3 or more 6P IV, Growl (al tor 168(1191( 110167
34I6•9 It or IIS(0 tlakness GP PR(IMIR (lips I of III) 1-4
Cop Sheol Sala*
1. 3•SGI(, A I N( 'UG, IF, I(, Acry 1- 40051, P171 1 or mug GP It 1 –CNA, Aspho% 6anfd 110161
3 SGNC F6,195400 Ihkkness 101I19'N, DBASE GP PRIMIIR of PPR 911071628 (-4
11Fs ru above or GUST PLUS
2. 3.501(, A 1 N( '00,11, I0, Any — 2 or moo GP IS( I – G(AP Asphoh Control 110161
3GSCN( 16, (IS(0 or Ihkiness GP PREMIER a PPR ►5
IF via oboe
3. 3•SGI(, A 1.1/2 NC '116, IF, (1, Any — 2a mae GP 11( (– OUP Asphoh Control 110167
350N( FG, FIS(0 or Thickness GP PREMIER a PPR 1•10
AF ova ohms
A 2 NC 'UG, FE, F(, Any 1– GMAS! co 2 a man Gt n 1– CRAP Aspholl leo 110161
F6, FIS(0 oc Thickness PP20 GP PREMIER or PPR
IF wa chose
A 1 15/3 In G,11,f(, Any 1- GPIy,6P111911I11, Ia mow Gt11( 1 –GUP Asphoh General 010167
1G,1IS(0 of Ihlb.rss GRAS!, VtNIS'N, IBASE, CP PREMI(A or MI 9111027678 6.11
11 um obose PPR, PP2B a 081151 PIUS
4. 3.561(
35611(
6. 361(,
36N(
A
1
(•15/32
'116, FI, F(, My 1 –GP It Gt1RUMIR, 1 DPIY or 1 –6IUP As4611 Gwent 110107
10,115(0a Ihirkan 61651, VEN15'00, RUSE, 0IAV( 9111027678 6.17
II owl obow PPR, PP21 or 61ASE M0S 61.13
7. 35011 A 2 (•15/52 110, IF, IC, Any I – GBASEar PM 2 or yaw GP 16. 1 -6061 Asptwh Nry 01016)
(0, IUS(Our Alums GPPA11611Aor PPR
11 taw chow
w
3
V8L 90Z ONI
P
•
71: 2PP,Il fACVANIcvm5k''6!NVx47,TO wve. -•<'.1
a4M-rr15'bl�S/Il7' wmwrakmatKNIW<Mttk1 ;K.rxM.tiS77fM:NACf.`.
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER NI97 -0138
PROJECT NAME
DEPARTMENT:
BUILDING DIVISION r
PUBLIC WORKS
RIVERVIEW PLAZA BUILDING 3
DATE
8/19/97
FIRE PREVENTION ► l PLANNING DIVISION'
STRUCTURAL C .PERMIT COORDINATOR
DETERMINATION OF COMPLETENESS: (T, Th) DUE DATE
COMPLETE ML NOT COMPLETE E NOT APPLICABLE 0
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED
ROUTED BY STAFF I I (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
DATE
APPROVALS OR CORRECTIONS: (ten days)
APPROVED
APPROVED WI CONDITIONS,,
DUE DATE
9/02/97'
NOT APPROVED (attach comments)
REVIEWERS INITIAL �-- G�-- DATE
CORRECTION DETERMINATION:
APPROVED
REVIEWERS INITIAL
APPROVED WI CONDITIONS
DATE
DUE DATE
NOT APPROVED (attach comments) 0
ir!v.Y ,ten^ %!!r vrN�.ViM�✓rn�NN4�r.'!!' r. rrvvil^i vr/✓i�dvyrY�v4%rC!rrirw
DEPARTMENT OF LABOR AND INDUSTRIES
#.(.�,i• .4t�i� `gy :.f'•,i. � t.EXF!IHJ� lie ' pjRki*
�fjil' 1i;�:.n t f' 1 /�r.i...:i.:A�'•..,I Ipr}/,1�1+�•`,'III�}'
••. ::%iq+ ?A4�Mi {�.,�'�•J.{l'. WSJ 1�Vi�.•.�. 4:+!ilitY�}�'
?'54,,, '' 4tt)+ 'C' tS��'u i�•1r,,�'�;•s`..4r�'A�rCi i + {vti { " } ":f