HomeMy WebLinkAboutPermit B95-0309 - WAREHOUSE PROPERTIES - BUILDING A - REROOF City of Tukwila (206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
REROOF PERMIT
Permit No: B95 -0309 Status: ISSUED
Type: B -ROOF Issued: 09/14/1995
Category: NRES Expires: 03/12/1996
Address: 1185 ANDOVER PK W Suite:
Location:
Parcel #: 352304 -9093 Type of Occupancy: 0025
Contractor License No.: CASCARS154L1
TENANT WAREHOUSE PROPERTIES BLDG A
1185 ANDOVER PK W, TUKWILA, WA 98188
OWNER WAREHOUSE PROPERTIES ASSOC
3201 FAIRVIEW AVE E, SEATTLE WA 98102
CONTRACTOR CASCADE ROOFING & SHEET METAL Phone: 206 464 -0441
6308 212TH S r , LYNNWOOD, WA 98036
CONTACT ERIC PETTERSEN Phone: 206 464 -0441
6308 212TH S :W., LYNNWOOD, 98036,
**• k************ * ** * * * * * * * * * * * * * * * * * * * * * * * * ** k* k ** * ** * * ** **** * * ** * * ** * * * * * **
Permit Description
REMOVE EXIS ROOFING OW••;73 %'..OF BUILDING:
RECQVER' EXISTING , RbOF ON SOUTH 206' OF BUILDING.'
REROOF' WITH 4 PLY CLASS :B
.'' RATED ROOF ASSEMBLY.'
x ,.
Va 1 uat,i'ti`n f
138,591.00 Total Permit Fee 1,.086. 75
************************************** •k * * * * * * * * * * * * * * *ik * * * * * * *•k **
Permit Center 'Authorized Signature Date
I hereby certify .that 'I have. read and examined this permit and know the
same to be true and correct. "All`'provisions of law and ordinances
governing this work will be compl ied' whether specified herein or not
The granting ,o f this permit does not presUrjre : 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 for and
obtain this build ng permit.
Signature:__ L Date. q /
Print Name. , .irL/j2 L 51/u1.r. Title: . 7%24 - ' e-c i" maNu At
This permit shall become:.,'•null.,..and void if the work is not commenced within
180 days from the date of °issuance,; or if .'then -work is suspended or
abandoned for a period of 180 "days' -from the last inspection.
I N\ 1°)
NO* (1
l4 _
CITY OF TUKWILA t+�
REROOF CONDITIONS
Permit No: 895 -0309
Pr ~oiect Name: WAREHOUSE PROPERTIES BLDG A
Address: 1185 ANDOVER PK W
Suite:
k•k•k k k* k'kkkk'k'h*A:*,k:M 'hh'Mkkkh kkh Akh{ kkhrk 'k'k4h'.'h•'h kk,k,.khhkh•kk•* kk•hk'k•k'k'kkkkh
THE FOLLOWING CONDITIQNS WILL APPLY TO RE-ROOF ;' "PERMITS
1. Al 1 re ryoofing Ear o1ects wi 1.1 :lbe accompl`''iahed m o' orp11 ,lce with
Apprtid 'x Chapter 15 of the.•' ;:Untitprm Bui 1diriy Code, CUErl`.y;' �i
I t. s � i ,ect- 1 ': � i , s �
A. New coverings &hal r: ,be applied withouirst
tt .
;, >. ob:ta i n l ng a pre = roofing °,<<i n. pe :cti on from the
' 0 1 vii i on' and written ap l the B u i l d i n g Inspector;
, The pre - roofing inSpection shal1 Pay particular attention to
1 evidence of. accumu 1atton of . ;water. Where exten ti i v e , pnnd )ryg
of water is apparent, .,an analysis of the roof structure for
compliance with :Sect,ion \`1506,' UBC, shall be made and '
:.corr°ective 'measures, a`uch''.as relocation of roof' draint or
`.'. sc rppers t res1op ing,' of the roo'f:; ors structural cha ea,, sha l l
acoompl fished, An incpe`ction ;rover above, li�ste,d.
,•: topic's prepared by a dual ifi`ed; special intspector , i,s j 4s
`,deter'rined. by the Building , Offic.`iaT, ma accepted irVlieu
:of th:e'•pre- inspection by the Ilui ld`;ing In,,spector. .s '
B. A,'`.1:inal inspection and approval sha11 fOnr ='the
Bui."l;ding 'Div,ision, when the re- roofing is complete. a
conditiono.f= the final inspection for roofs b-that ,require a
fire" retardant roof covering. under the provi's`ions,; >of Table
15 -A, 1994 UBC, the roof installer shall provide -a :'he
inspector With a written,`'stetement indicating ;the following
(or sonrettia.n
a•
I HAVE INSTALLED A ROOF MEMBRANE AS'4EMBLYNCL UDING INSULATION IF
APPLICABLE, CONSISTING OF ( MANUFACTURE : )",PECIFICATION # __, DATA
SHEET ENCLOSED, WHICH MEETS OR EXCEEDS THE REQUIREMENT'S 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.)
w sy , CITY OFTUKWIL,
Department of Community Development — Permit Center
►a 6300 Southcenter Boulevard - #100, Tukwila, WA 98188
"Fig (206) 431 -3670
Building Permit Application Tracking
PLAN CHECK PROJECT NAME
NUMBER W 0`r.e 1 c U5Q_ Prop-ft5 A
SITE ADDRESS SUITE NO.
6 ' ?sad:0\1-Q PK lk) _ 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.
DATE ... DATE :: : :: �:`.
DEfARTME A: < >:> :,;<:«: >::: >< >: >:: >: » >::<::;: >; >: >:: >::: ,. <. »;
NT ....:.. T(` IN RQUIREMENT . 1.. GOMM
BUILDING - q_(5-95 Ca • NSULTANT: Date Sent- DateApproved -
initial review
y ( -o
O FIRE FIRE PROTECTION: • Sprinklers • Detectors • N/A
FIRE DEPT. LETTER DATED: INSPECTOR:
INIT:
O PLANNING ZONING: BAR/LAND USE CONDITIONS? Yes • No
REFERENCE FILE NOS.:
INIT: MINIMUM SETBACKS: N- S- E- W-
OPUBLIC UTILITY PERMITS REQUIRED? () Yes (J Na
PUBLIC WORKS LETTER DATED:
WORKS INIT:
O OTHER
INIT:
BUILDING - etc TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year):
final review INIT: c am,, Re-- OYes Q1 No 11,1L(
BUILDING S
OFFICIAL 1 ilk is
INIT: - 4%11
REVIEW COMPLETED
AMOUNT CONTACTED /
OWING: I I e
DATE NOTIFIED - C1 BY: � � / n
" `7 (init.) !�- T
2nd NOTIFICATION BY:
(init.)
3RD NOTIFICATION BY:
(init.)
olroeroa
'' BUILDIN PERMIT
APPLICATION
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
• '
DESCRIPTION AMOUNT RCPT #' DATE'
(206) 431 -3670 BUILDING PERMIT FEED
PLAN CHECK PLAN CHECK FEE
NUMBER b9, , BUILDING SURCHARGE 14:
f . A PPLICA TON •'M •BE ' OTHER.
FILLED OUT O M P
CLETE'L Y . TOTAL> 0 .
SITE ADDRESS 1 (la - ) NI SUITE # � VALUE OF CONSTRUCTION - $
// 8 a,t/ oile"z Pon k (,c' . �� nEi ii - ` / 3g // 59 /e
PROJECT NAME/TENANT , ASSESSOA ACCOUNT #
LvA2ENmeta P2 of�.E2T7 d 844<1 A 8- 30 - 9093 -07
TYPE OF Li New Building • Addition • Tenant Improvement (commercial) U Demolition (building)
WORK: ❑ Rack Storage Reroof ❑ Remodel (residential) ❑ Other:
DESCRIBE WORK TO BE DONE: p,..�,-, , o 1 , c, S' /s - /4ly %7ooFA Ale,. 0 Al 73 % d� 4:34C:
ECa0UkP.o2 EA/ SY - 72oa1= oiv . .'oarrhI clog' off' /3c 72E 2a.e,
to i DP L C[.. A � 'Ar 12 4-7" /a (Do r ,-1...' vvi be j
BUILDING USE (office, Warehouse, etc.) "LI'
a /1 flow?. 1.-5-
NATURE OF BUSINESS: 7)i .1'1r.e/ gc177 a kJ
WILL THERE BE A CHANGE IN USE? NI No ❑ Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE- Building: q5 r c o 5 b .- Tenant Space: Area of Construction: ( p oo F.
4
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
K No 0 Yes IF YES, EXPLAIN:
FIRE PROTECTION FEATURES: ❑ Sprinklers ❑ Automatic Fire Alarm System
PROPERTY OWNER PHONE 32 _ 7076
ADDRESS 0'2 F 4 4 , c ' UiEw A v r _ . E'Ld -'r . /4- •rr - L.c. ) .11,1 A, ZIP 9'IS 3 7a 2•
CONTRACTOR - Poe, Fr/ l j r SHE al- Mv„.:►--0t� �...) r PHONE q 6,A _c,„ 4 / L /
ADDRESS 61 0 ... (..,q1 „Z 1.1., ..c,./..3 . L A 1 MJ'4. ZIP
a $ a e-,
/l1 rlwar�r�
WA. ST. CONTRACTOR'S LICENSE # c R_a A-2S f AIL 1 EXP. DATE 6 , ,_/ 7,_ 9 6
ARCHITECT N. A. PHONE
ADDRESS ZIP
HEREBY CERTIFY l :HAVE:'READ AND EXAMINED THIS APPLICATIONAND KNOW: :THE SAME TO
BE TRUE: AND CORRECT; .:AND :1 AM% TH IZ 1T01,APPMFOR • THIS ; ;PERMIT. .; .. .; < ;<
BUILDING OWNER SIGNATUR ‘ DATE - c_
OR
/ h<C- .z. ,eti�,_._ 7-13 7:5
PRINT NAM 1 PHONE G.(,, c.r._ c+(l
AUTHORIZED --- � 2 �G �� rr ti y
AGENT ADDRES (o 60< -- i11 ; c v CITY/ZIP t,
t _ • 4t k W al , 0 r ] Qd5 C,, CONTACT PERSON -5.4 PHONE S4v a
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 Department 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. t
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 tats
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.
1f 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
G— 0 c ` I,.3 -ci to
10/22/93
•
'4 'y � • :il . f1'a 1, 4' t$j'44e � a•S• y i w . _ •� <.: t'r.l •. i v. <li � �4 s .� p t , y l � .: . . .1• ∎• �, . , i r :,i. •.... , ,, •
•
• r �
k*, 4• kk atkA40A .Ahd•k *k * *•b *4* *,4 * *s4kAk*h firs * * * * *A *k *•k * *.A *a ****,4 *elk* GENERA 1086.75
C 1 ry OF "rui(wI)_A, NA O TRANSMIT TOTAL 1086.75
* *A *ti•k•h *b * **A **�4 *h .A*A•*e4, R 7MAk•A • ht4** k•k*'hohooh.k*,ko.4.** *k*k1c4 CHECK 1086.75
TRANSMIT Number: 94002 915 Amount: 1 09 /13/q'r ;29 CHANGE 0.00.
Payment Method: CHECK Notation: CASCADE ROOFING I rP ` ? i ` ,tl 6130A000 15:41
Permit No: B95 -0009 Type: E►••it0GF REROOF PE•RM11
Parcel No: 352304-9093
Site Address: 118; ANDOVER P!( W
Total Fees: 1
This Payment 1 Total ALL Pint;: 1,006.75
Balance: .00
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Account Code Description Amount
000/322.100 BUILDING . NONRE5 fi.082.25
000/386.904 STATE BUILDING SURCHARGE 4.50
1 _.._.a..x.rt 1.n: - ^.1: .•3 {:)^i:.41"Rf'iJ'1 }4b:. ,.i'3/ Mtr et i FftW iax G414W1. 07 k4. 9t 641 ',TMIFk AlrifWt2AF'r7M i .MNY✓.W.'f+R wr..w...w.rtl.Genf + n.i..e'.**.x .n✓eY'4. MatoKMf* TL4PYRMFXMt.YMtT1R4A31✓A✓wMM.7!
CASCADE 4
ROOFING Q
SHEET METAL, INC. 6308 -212th S.W., Lynnwood, WA 98038 • (208) 4840441 • (206) 672.4730
March 13, 1996
Attn: Building Dept.
• City of Tukwila
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
Subject: Reroof project at
1185 Andover Park W.
Tukwila, WA
To Whom It May Concern:
We have installed a roof membrane assembly consisting of Schuller
Roof Systems specification #4GNC (data sheet is enclosed). This
roof system meets or exceeds requirements for Class A or Class B
roofs. This roof system was installed at 1185 Andover Park W.
building A under city of Tukwila permit #B95 -0309.
If you have any questions regarding this matter, please call.
Thank you.
CASCADE ROOFING & SHEET METAL, INC.
//
+. Eric Pettersen
JEP:cmw
s IC HIIU L LIE .:l rr1 l;iqi i14?rt 4I4.141; 13it ,.pc :.1,t
Specification 4GNC For use over wood or other nailable
Four Ply
decks on inclines of '/4" to 6" per foot
Mineral Surfaced (20.8 to 500 mm /m)
Fiber Glass Built -Up Roof For Regions 1, 2 and 3
ia; r
7 '' ," t f 1 t per 100 s
R -�'. i j ;.. �." ff1 c r G'
Materials q.ift. Roof A r'r "
7 r a�� , ;}.
UatlabfeDeck anumon Sheathing;Priper . + .i1, l'yi1 y,4 , I �� in*,.`' t
eltumen— Wood board del k Only .. , i ', +., /'''/,it 1, , r„, i i° , �i �,,
Sheathing Paper , w r r. • r r� 1:,•r .+ n ?rlfxs 4 i
(II Required) . • Felts: Ff t'. ,-" 1 '- ) '� 11 q ' ` ' • 7' 1 i Y c t + r �. a , q;3; .-
r
QlasKap a � r T e n `s `�a t� l I i
Mineral Surfaced Gid3 ilU5@ GIaSBaSe PUS Parma 28 Or e �9 ! Y tLa
GlasBase, 2' Lap Cap Shoal t ' • ` , . 1, ; . t o 5'
GlasBase Plus, . . Gl ossy P rem i er ; P ermaPly N'o r , ∎,mvpi l , ,.,,� - r2•p
Venlsulation or 4 1
PermaPly 2e • End Laps GlasKop, Mineral Surfaced CopiSheet , ' , r I
Staggered
1 en ' — i — 2' La II 3' Apart(Min.) Bitu men (Interply): i,C F, rit- I .�tJ : i V , Y ! ' ;. +, 2 "
le — le- — I t _ _ - i'._._ __ Incline per•foot Msphalt; �. r 4t ` • �.�; i oniIpol, � . t .
1 , I : `,,,,,i Up to 1 ", . ,170 °F, 'Ype II lab , t ; sal 69 Iii , ., c 't? 0 4,
F
` , t ' j:k ; i" to, 3" :. (:,{; ! .1 . x:a.;r 190 °F, Type. 1 ,, ..t'R ' : 11:1 0 t '� `t
$ 2 Lap • I . 3" to 6" . 220°F Type' , Sp� V • 69. , 4
QlosP 0 to. 6" mu lv lop`n ' 1 w y 1 ( 1) t ., 691bs if h0 .,
ty Premier, . .•• t' ' , a r' %' P } , , s't;
QlasPlyy IV or 6' End • r , � CApproScim (Ito, installed Per , wei91 , , i � � ,'?'� L ys fip�i , '
t PB B n P rIS R LaP -T 44 rh, 1 } 3 , t , ` n }'y� S1t �` XI , t'±•: "kit' VI f cyK;'' , ' ry" 1''� J•
I+f-f) t y . \ • I. i" ti i S 1 J , � `� !' �' , , F: ;. ' h 1 l''' t ,'S +B' r''I,1�• j ' i ''
General nails staggered on approximately 18" (457 mm) centers. Use nails
This specification is for use over any type of approved structural or fasteners appropriate to the type of deck with 1" (25 mm) mini-
deck (without insulation) which can receive and adequately retain mum diameter caps. For additional fastener information, refer to
nails or other types of mechanical fasteners that may be recom- the Fastener Data in the "Roof Deck" section of the current Schuller
mended by the deck manufacturer. Examples of such decks are Commercial /Industrial Roofing Systems Manual,
wood and plywood. This specification is not for use directly over Using GlasPl Premier PermaPly-R, R or GlasPly IV, apply a lace
lightweight, insulating concrete decks. g y y , �' pp p
18" (457 mm) wide, then over that, a full width piece, The follow -
Design and installation of the deck and /or substrate ing felts are to be applied full width overlapping the preceding felts
must result in the roof draining freely and to outlets by 19" (483 mm) so that at least 2 plies of felt cover the base
numerous enough and so located as to remove water felt /substrate at all locations. Install each felt so that it is firmly and
promptly and completely. Areas where water ponds uniformly set, without voids, into the hot bitumen (within ±25 °F
for more than 24 hours are unacceptable and are [t 14°C] of the EVT) applied just before the felt at a nominal rate of
not eligible to receive a Schuller Roofing Systems 23 lbs. per square (1.1 kg.m) over the entire surface. Installation
Guarantee. over porous substrates such as roof insulation may require up to
Note: All general instructions contained in the current Schuller 33 lbs. per square (1.6 kg/m of hot bitumen.
Commercial /Industrial Roofing Systems Manual should be consid• Surfacing
Bred part of this specification. Prior to application of GlasKap, cut the cap sheet into handleable
Flashin s lengths (12' - 18' (3,66 m • 5.50 m)). Loy the material'outtn the
roof and allow it to relax and flatten. To accommodate a full width
Flashing details can be found in the "Bituminous Flashings" section n sheet, apply a mopping of hot asphalt, approximately 20 °F above
of the Schuller Commercial /Industrial Roofing Systems Manual. the EVT, at a nominal rate of 23 lbs. per square (1,1 kg /m'), (The
Application higher temperature of asphalt maximizes the bonding of the cap
Over wood board decks, one ply of sheathing paper must be used sheet to the ply felts.) Then Hop the cap sheet into the hot asphalt,
under the base felt and on top of the•wood board deck. On subsequent courses, the cap sheet is positioned upside down
directly over the sheet in the preceding course such that the side lap
Note: On roof decks with slopes up to 1" per foot (83.3 mm /m), area of the preceding sheet is exposed. Care should be taken to
the roofing felts may be installed either perpendicular or parallel to maintain 2" (51 mm) side laps and 6" (152 mm) end laps. Asphalt
the roof incline. On slopes over 1" per foot (83.3 mm /m), refer to is applied in the same manner as before, making sure to also cover
Paragraph 6.11 of this section for special requirements. 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
Using GlasBase, GlasBase Plus Ventsulation, or PermaPly 28, hot asphalt. The cap sheet must be firmly and uniformly set, without
start with a 12" (305 mm) width (a specific base sheet may be a voids, into the hot asphalt with all edges and laps well sealed.
condition of Guarantee). The following base sheet courses are to
c, be applied full width, lapping the preceding felt 2" (51 mm) on the Asphalt should meet the requirements of ASTM D 312. The contrac-
side laps and 4" (102 mm) on the end laps. Nail the side laps 9" tor must provide a Schuller confirmation number for asphalt on jobs
(229 mm) o.c. Down the longitudinal center of each felt, place two which require a Guarantee. Check with a Schuller Technical Service
rows of nails spaced approximately 11" (279 mm) apart, with the Specialist for special requirements in hot climates.
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INSPECTION RECORD
Retain a copy with permit '1 S -h '
INSPECTION NO. PERMIT NO. •
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 1, ' (206) 431 -36 0
P oject: Typ o in ectfon� x ; s
1 �L - oM12Ttf - Komi. f N AL-
I gg s: 440 0 •(Fg — 14 Date called: 5 q /
pedal instructions: Date wanted a.m. �.
P S " �k7 p.m.
e ›.‘1 Requester ut is
/'
k11
Phone No.'
`72 -• �-y yam)I 1
n(444-
]• Approved per applicable codes. I Corrections required prior to approval.
COMMENTS:
p III , sAG AT r i>i iS Lt
r i-1A<'T A r2 N • \AL .
c.<\ 0-0,0 A L. L-4 wL? Pa :40114 G uF- Ape aax
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1, "d eVP . 111,S" A Rc A ham' - e S '
GA 130 ii∎Mu tP t 4 wA NCIL __ Fw d
p a dsF n,*yS
pLeAtE AD vtSE T1 a w A
(t-A N.& .. AD.() (Lc o f 4c lC. t.J Nd Lei G6 �.
114.c c a r-ho riz rot-PD en.,... I T5
ACc S'1(.$ 64t-- ►`sue' • ,
1lnspector Date: 2A /
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection:
L ROCO1Pt No l Date: I '
t
�.. . - Pa.�.,..... ., ..v � ti ..` ,/.,........ .w M. c03 elotttm. tog. \" rive'! 4:- .i:+ tr !4t
, .
I INSPECTION RECORD V 1 ,
.
41 'V96-0309/ r
INSPECTION NO. PERMIT NO.
e CITY OF TUKWILA BUILDING DIVISION ..,,..\
..' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 s • (206) 431-3670
T ti
Prof ct. DIA.SE, PRoPrelt< on
WY6g) ne\IA/-- 'i
d AA 0 Levee. pg 1 4 Da called:
- 7-9C0
Apeclal instructions: Date wante t
"1 .,
6L-Do . A Requesterkc:
. t
, . /.° 3Q Phone No.c 2.4 i4..s
...,
Approved per appllcable codes. Corrections required prior to approval.
lc
COMMENTS:
- ,
,
/71-9
Ce .C.....C.C.40___, ■ C.
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Ze....I■jue.p.7 %.A1=;) "....
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Inspector: Date:
- , e • '
e ..
$42. i ' EINSPECTIO 'FEE REQUIRED. Prior to inspection, tee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No,: Date:
, -
'• ‘ 4; '. '
,■i • }
) bois, 11
NM ) ' INSPECTION RECORD C
-
Retain a copy with permit 0309
. - 1 , 1 N .. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION fk 11 .„,.
6300 Southcenter Blvd., #100, Tukwila, WA 98188 —, 4 (206) 431-3670
• v :, : I
Project:* r94) p .i ztyli Type of Inspection:
I t •
Address \ 1 26 M 1) pg Date Called: q..
.,.. ,
Special Instructions: 2 3... pe . „ 1 ! Date Wanted:
Requester:
Phone No,: IA ( 044 ( VI , N
p kif Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
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nspector:/111112ffllie■""" _.. Tile: ,, . ., . ,
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-10.00- er No,- p, • 1
El pa oo REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at : f • , • , ' ' ,
,
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
•:..:7 1...,
Schuller Maximum Insulation Re No.
Spea'Fimtioa Free Slope Deck Approved Thickness Bose Ply Other Repot Guide C r • • -
Number Rating fns) Type Insulations ('m.) Felt Felts Surfacing Comments Ho. Cod •
Cap Sheet Surface (coat'd) -$ -
8. 36IC, A 1 ( - 15/32 'UG, FF FC, Any i - GaACF, PP2B, 1 OPLY or 1 GBAP MR CAA 9211820316 R10167 ' N
3611C FG, FFSCO or thickness 11111571, DBASE, DBASE "(2) 116 -11 fl .
RF over above or GBASE PLUS H7 -12 i13
9. Recover, A 1 C - 15/32 RF US, Ft FC, Any — 2 a afore 6P N 1 - 68AP Asphalt General 810161 O s. 0 _ C
3•SGIC F6 or FERO thikkness GP PREAUDI or PPR '11) P1 -10 ..17 vi
10. 3-561C B 3 NC 'UG, FF, FC, Any 1- GBASE, PP28, 1 or care GP IX 1 -GKAP AspIa11 General 810167 3 !'''
3-5GNC F6, FESCO or t(nrknes YENS'N, DBASE, GP PUNIER or PPR 9111827628 61 -1 (0 , . . -
RF over above or GBASE PLUS •
11. 3-561C, 8 3 NC 11G,FFIC, Any — 2a mere GPN, 1 -6KAP —�
3 SGNC F6, ff5C0 a thidcnes 6P PREMIER or PPR General H12161 al
IF over above 3 -. -
12_- 3.5611( ' ; : ' :8 Uduroted C-15/32 None — '1- GBASF PP28, 2 or mare GP AL 1- GKAP Asp1 dt New 810167 Cr
- GP N PURER PREMIER or PPR GP PER a PPR 0
13 3-5C/IC B 1 -1/2 C -15/32 None — 1- GBASE a PP28 2 or more GPI'{ 1- G8AP Asc alt New 810167 3 .
6P PRDAIER or PPR
14. 3 - 5G1C, C 1-1/2 C -15/32 116, FF, FC, — '1- GBASE, PP28, 1 or more GP Pd, GBASE, 1 -CRAP Asphalt New 810167 '
3.561( FG, FERO or GP IY, GP PREMIER or PP28, GF PREMIER, \
RF over above PPR GBASE PLUS or PPR 2 .;z,19111
15. 3-591C, ( UnGndted 615/32 11G, FF FC Any '1- GBASE PP28, I «bare GP IY GBASE 1- GIMP Aspftah New 810167 'c -
3-SGIC FG, FESCO or thickness GP 1Y, GP PREMIER, PP28, GP PREMIER, :".* - ' `t
RF over lave GBASE PLUS or PPR GBASE PLUS or PPR xi.
16. 3.56NC, C 3 C -15/32 16, FF, FC, — '1- GBASE or PP28, 2 or more GP It Hot roofing Asphalt New R10167 1;''. • '
3.561( FG, FfC0 or GP IY, CP PREMIEre or PPR GP PREMIER a PPR ospinh
RF over above . f'
Smooth Sheet Surface
1. 3•SGS, A 1-1/2 NC 116, FF, FC, Any 1- 6P N, GP PREMIER, 2 or more 6P IY R . .
Topg«d B Asphmh General 810167
3 FG, MOO or darkness GBASE, YENCS'N, DBASE, GP PREMIER or PPR 91NK27628 1-I z, , ?r
RFmover above PPR, PP28 a GBASE PLUS . - ' -. • .
2. 3-5615, A 3 NC 'FESCO, FG, FF, EC, 3/4,13, 2.0 — 3 or more 6P IY, Topgord B Asphalt Generd R10167 . ,,-
e. 3.5&115 or RE over above or 1/2 GP PREMIER a PPR 1.2=
3.. 3.565, A 1-1/2 NC 116, FE FC, ANY 1- 6P N, GP PREMIER, 2 or more 6P IY, T ' ;-
opgordA Asphalt 88889854 810161 ?<�.�;;,;
3-5685 FG, FFSCO a thicknes &BASE, YE015'N, DBASE, 6P PREMIER or PPR 918827628 K -5 A " . -
RFover above PPR, PP28 «GBASE PLUS S
4. 3-5685 A 1 NC None — 1- GP It(GP PREMIER, 2 or mare 6P IY, Topgard B + Asphalt 92N127628 810167 y - - --
GBASE, YE11T5'N, DBASE, GP PREMIER or PPR Fibrated AL mat K1.6 ":2' "-
PPR, P1'28 or CEASE PLUS
5. 3-565, A 1/4 NC 'UG, FF, FC, Any 1- GP IY, GP PREMIER, 2 or more GP IY, Topgord 8 + Asphalt 9111827628 R10167 ;,
3.5685 FG, FESCO or thidmes ERASE YEN1S'N, DBASE GP PREMIER or PPR Mated AL mat K1 -7
IF over above PPR, PP28 or GBASE PLUS ^ .xx
6. 3.565, A 1 NC 'U6, FT, FC, Any 1- GBASE, PP28, 2 or more GP IY, Fibratcd AsPhalt 91 111
3 FG, F5(0 or ihicknes YD11S41, DBASE, GP PREMIER or PPR Topgord B 1 - 9 67 33 -u F "
RF over above er RASE PUS M pm --c '
II 7. 2GIS A 1 C 3/4 US, FF, K. Any — 2 -GBASE or PP28 Gdsoade Monde New R10167 — m m y - ; r
•
F6 LFESCO thi res #601 @ #601 @ m :� c ra -= ` "-
«4F omobore 4 s9 4 9d/� _ii _ � ° : ` ;:
8. 256115, A 1/4 NC 'U FC Any '1- GBASE; PP 2 a mere GP Oj Karank#47 A sphalt New 810161 m
G,FF � t
tt� "`` ~ `
2.566 FG, FUG or thidmes 6P N, GP PREMIER, GP PREMIER or PPR Fdxmad AL coming or t_77 -'.....,--,::-.3.., s 4�
RE over above GBASE PLUS or PPR asbestos free AL coaling 1 'z 1
4.
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M • 0 i ( p r le ` ' : ; i , 7 *' 1 , ry w{. � t
I � S;; f Cr c “.,
J i 1 C r I U I L L E . D Il tit J i ,r) 1; )� t l w 21. a..4 L i 1 1 ly . 1 1 1 i ,x' L 1 r r T " 4)x 1 a
1 1' I .I t I 't 1 , rS. ;',.-•' . tA • �11 .yr'. ;I:r4 55F: :;1 . :4. •f r P.O.,!A ''' A 10 1 •
Specification 4GNC For use over wood or other nailable
Four Ply decks on inclines of ' /4' to 6" pert aatEIV lug
Mineral Surfaced (20.8 to 500 mm /m)
Fiber Glass Built -Up Roof For Regions 1, 2 and 3 SEP 1 3 1995
y PERMIT CENTER
N y ^V , . j. ..r Per ley ^ [ A �.,, :;'z:r r! (,,t.,..„ *.. p'"` y r , t, • L.l 't
P1�.(;?� I
V , cater a s r 00 sq + 4.,: i.'.. , F' 2.. - .''. r -* ;
NailableDock Bitumen — . r' 5heatill g1Paper'; ,P ,,k ; „?;� t lr r ''''ti • r a`� r
Bitumen— •+r'^` board decks on y.. ` ; •{, ' u t� ,' 1 .
Sheathing
Paper • r t f o., r' 'r :cng' .,
0 Pe '. t! , � ,. y���✓+ , , , rrr, r� y + � r j 6 id' � :r r;.'L
(II Required) • • �i F.ei r'{� ;path- ..t r It l •
. � d �. x •
f f a fy , ,. .
GlasKap ,� � ,�•�( ,� , r, .t J `` • �{ Y �t 4 1 �
Mlnoral Bursted • G aa f'!ase �)q C17P P = $1 ` �7 t f< 0 elt t; ,� f 1 4 5
GlaeBaso, 2' Lap .Cap Sheet <� Y r � '�� w + xr b ,.� r j ��(, �
GlasBase Plus, • + , .• $ 2 f,
G a Ply Pf,�1i11 @) ;P f�laQlyL i ,.; t;,:s.: it::,::,:rJ,y. F1
Ventsulatlonor .. .. ' a. •,� "' t,�� r, iY �' �,rt .,,�•t�,.r,..,.t,,. f .
End Las a`..
PermaPlyzO 1 P }1 lGlct3�Cap;�Mlfl lC�a• •
::- ;i; rA '•J J, S. ' 1 , r•y
Staggered
f • 2' La 3' A art Mln. 3 r *a t t n '
P t ) e , . , ,. (Mtorp l yj 1 � rot' �`` ..,a Pra # "r v , ,
_ l - - - i ' , ' ”' t_-4 ; f1 "� ',41i ` Nominal Wei
I� =18' — • ► I 1 l } r ( Cll.n,e r t, � t l ,:;i#4,-44,,-. , ' ' «T �� f • rr „ ' ,, , 7 j' t y -` 'G
1 • s ) !' U "ta I I : f? j' ;' , . , l r , / , o . . , 1 {. '! € 7 . 69 Ibst �„.`
t�f I I t. 1 7 n S`' i. � , t , ) f ' . t 6 r v r-•.�!69l�.
�� i' i ,`l, " .to 3 " c ' ] it p , t, '' ` b F 1 '',
i _ • • 2' Lap I cc3 s t0 61'u f 1,+t t ir ,22p. i,�1 'pe SIQI Steep , 69 lbs!!, ' ° ,' ,,
. • . , ,... h, ,. t1, ) k I 1 ?t. , , , 69 lbs; . , 4,,
0 to 6 �;,.J r Y r Patxna►�e a�:r.„A . ��''� � , ,
• • GlasPl Promler, ` ,'• ` 1 r . r4 } ° k" 7 r
y s End { A oxlmate) s 1 f h J� s, r r fi ' k4
GIaeP1 Lap "I I'.' 7 ; p p j kl iii r Y 1 i g r ,04 TI 7, trj � 1f"r� "?7 l
I,•$yl t i I Perma lyR '. ttt Y { 1, `.' t ;22,22.',' 1( k 5 r`;f l''.1;^ ; ,,,,22;t {', ', !� �'
K ,'r2i ' , tr 1 r,$, i 1 11. -- 1 th e 7 , 1,, 4, . "
General nails staggered on approximately 18" (457 mm) centers. Use nails
This specification is for use over any type of approved structural or fasteners appropriate to the type of deck with 1" (25 mm) mini-
deck (without insulation) which can receive and adequately retain mum diameter caps. For additional fastener information, refer to
nails or other types of mechanical fasteners that may be recom- the Fastener Data in the "Roof Deck" section of the current Schuller
mended by the deck manufacturer. Examples of such decks are Commercial /Industrial Roofing Systems Manual.
wood and plywood, This specification is not for use directly over Usin GlasPl Premier PermaPl R or GlasPl IV a I a lace
lightweight, insulating concrete decks. y y' , �' pp y p
18" (457 mm) wide, glen over that, a full width piece. The follow-
Design and installation of the deck and /or substrate ing felts are to be applied full width overlapping the preceding felts
must result in the roof draining freely and to outlets by 19" (483 mm) so that at least 2 plies off felt cover the base
numerous enough and so located as to remove water felt /substrate at all locations. Install each felt so that it is firmly and
promptly and completely. Areas where water ponds uniformly set, without voids, into the hot bitumen (within 125 ° F
for more than 24 hours are unacceptable and are [±14 °C] of the EVT) applied just before the felt at a nominal rate of
not eligible to receive a Schuller Roofing Systems 23 lbs. per square (1.1 kg.m) over the entire surface. Installation
Guarantee. over porous substrates such as roof insulation may require up to
Note: All general instructions contained in the current Schuller 33 Ibs, per square (1.6 kg/m') of hot bitumen.
Commercial /Industrial Roofing Systems Manual should be consid• Surfacing
ered part of this specification. 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
Flashin s
details can be found in the "Bituminous Fleshings" section roof and allow it to relax and flatten. To accommodate a full width
Flashing g sheet, apply a mopping of hot asphalt, approximately 20°F above
of the Schuller Commercial /industrial Roofing Systems Manual, the EVT, at a nominal rate of 23 Ibs, per square (1.1 kg /m (The
Application higher temperature of asphalt maximizes the bonding of the cap
Over wood board decks, one ply of sheathing paper must be used sheet to the ply felts,) Then flop the cap sheet into the hot asphalt.
under the base felt and on top of the wood board deck, On subsequent courses, the cap sheet is positioned upside down,
directly over the sheet in the preceding course such that the side lap
Note: On roof decks with slopes up to 1" per foot (83.3 mm /m), area of the preceding sheet is exposed. Care should be taken to
the roofing felts may be installed eitherperpendicular or parallel to maintain 2" (51 mm) side laps and 6" (152 mm) end laps. Asphalt
the roof incline. On slopes over 1" per foot (83.3 mm /m), refer to is applied in the same manner as before, making sure to also cover
Paragraph 6.11 of this section for special requirements. 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
Using GlasBase, GlasBase Plus Ventsulation, or PermaPly 28, hot asphalt. The cap sheet must be firmly and uniformly set, without
start with a 12" (305 mm) width (a specific base sheet may be a voids, into the hot asphalt with all edges and laps well sealed.
condition of Guarantee). The following base sheet courses are to
be applied full width, lapping the preceding felt 2" (51 mm) on the Asphalt should meet the requirements of ASTM D 312. The contrac-
side laps and 4" (102 mm) on the end laps. Nail the side laps 9" tor must provide a Schuller confirmation number for asphalt on jobs
(229 mm) o.c. Down the longitudinal center of each felt, place two which require a Guarantee. Check with a Schuller Technical Service
rows of nails spaced approximately 11" (279 mm) apart, with the Specialist for special requirements in hot climates.
•
•
,� � ; - .r .;, ... _... r .. . . ..... s; ., r; . i i 1 , A . i,i, * , !.. .., a isi. iY+.. ...... q v o- ti .J`s�t` ... .
,- . a .. <is it, FILE
Permit Coordinator
Department of Community Development
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington . 98188 • (206) 4313670 • Fax (206) 4313665 •` •
e <r "s :.. s.. •-' -,, 8.t..vH :tflf:�" ;a:'ct?'. °ov;a q;:ir.!t•!:.'«f.nits«;.. r^�ursz- asar:v;.r.n.,r+r:u w.,.ae!sw' :a .. n, e.. x« Mx....-. w,,:. M,..»,.,,,:..,.. rr. w...,,>f., M..,..,,,...,- .. ............,,- ._......_..._...
........ . .
F ILE Copy •
CD(s-g it _: I li, City of Tukwila a John W. Rants, Mayor
1 .,N • . �y��,. Department of Community Development Steve Lancaster, Director
1908 � r
Feb 13, 1996
ERIC PETTERSEN
6308 212TH S.W.
LYNNWOOD, WA
98036
RE: WAREHOUSE PROPERTIES BLDG A
Dear Permit Holder:
Our records indicate that on Mar 25, 1996, one hundred and eighty days will
have passed with no inspections having been called for under Tukwila
Building Permit Number B95-0309.. Unless you call for an inspection,
or obtain a written extension from the Tukwila Building Official prior to
that date, your above referenced permit will become null and void on
Mar 25, 1996. :*
If your project has been completed please call for final. If you are
actively working on it please notify our office.
If you have any questions or need further information to obtain an
extension on your permit, please call the Tukwila Building Divison at
431 -3670.
Sincerely,
frc-gfC1--e ReAt"A‘
Kelcie J. Peterson
Permit Coordinator
Department of Community Development }
•
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431 -3665
•
Pacific
Engineering
Technologies
September 11, 1995
•
RECEIVED
Mr. James Hay CITY OF TUKWILA
c s erv i ces WAREHOUS PROPERTIES, INC.
Since 1960 3201 Fairview Avenue E SEP 1 3 1995
Joseph M. Barick, PE Seattle, WA 98102
President PERMIT CENTER
James n. Perrault, PE Subject: Re-Roofing f Project
Vico President 1185 Building A
Andover Park West
Thomas E. Hammond, PE Tukwila WA
of Counsel ,
J. A. Nodal, NA Dear Mr. Hayes:
Gordon D. Ihelm, PE
E. Frank Holmeister, PE
Arnold L. lorvick,PE Pursuant to your request, we have reviewed the load capacity of the roof structure of the
Mark A. Schaefer,
ale
nssociates subject warehouse relative to the added load that would result from the installation of a new 3-
ply felt and asphalt built -up roof over the existing roof material. The northern portion of the
roof apparently has 2 layers of roofing now so the existing roofing membrane should be
removed and a new 3 -ply built -up roofing installed directly on the roof sheathing. The
southerly 200' has one roofing membrane and may have an additional layer of 3 -ply built -up
roofing added. Our review was based on an analysis of the roof structure for the original
structure as shown on drawings prepared by Manson Bennett & Associates, architect for the .
construction of the building in 1972. •
The configuration of the buildings is rectangular with exterior dimensions of 130' -0"x737'0"
with the long dimension oriented on the north -south axis. Exterior walls of the structures are
tilt -up concrete and the roof structural system is wood and consists of Berkley Panels, sawn
wood purlins and glue laminated (glu -lam) beams. The Berkley Panels consist of 5/8 thick
plywood over 2x4 joists spaced at 24" center to center that span 8'0" between 4x16 sawn
purlins that are supported on the glu -lam beams, which are spaced at 24' center to center in the
north -south direction for Building A. The glu -lam beams are in a link span configuration with
•
three equal spans of 43' -4 ".
Our review analysis was based on the assumptions of a total dead load of 11 lbs. /sq. ft. and a
live load of 25 lbs/sq. ft. The dead load is the actual weight of the existing roof system,
including roofing, sprinklers and lights and an additional load of 1.5 lbs. /sq. ft. for the new
roofing. The analysis indicates that the components of the roof system will support the added
load within the allowable stress levels as specified in the applicable 1970 Uniform Building
Code.
We are enclosing two copies of our calculations and two prints of the original roof framing
• plan for your file and for submittal to the Tukwila Building Department.
• It was observed that approximately 11/2" of water ponds at the southeast corner of the roof.
We recommend that a new scupper and drain be installed at the southeast corner of the roof to
provide a longer useful life for the new roofing membrane.
•
020 Minor Avenue North — Suite 200 o Seattle, Washington 98109.4420
Telephone: J206J 682.1500 o Facsimile: 1206) 682 -2623
9 s731't 11 watchci .doe • Nationwide: 18001 621.7300
?
..,..
Please call if you have any questions. �'' Q
p�df 44,•
Very truly yours, gr
PACIFIC ENGINEERING TECHNOLOGIES, INC. x
By. Arnold L. Lorvick, PE " S �ON ALG •
Associate EXPIRES 18 OCT / � - _ •
ALL:pmv
Disclaimer
The information contained in this report Is for the exclusive use of Warehouse Properties, Inc.
Pacific Engineering Technologies, Inc. assumes no responsibility or liability for any use of this
report by other parties. The design of the specific construction details necessary to repair the
roof structure exceed the scope of this report and the services authorized.
Notice
All information on this document is the exclusive property of
Pacific Engineering Technologies, Inc. (D Copyright 1995
cc: Cascade Roofing & Sheet Metal
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'et, •
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c...c4sidcr- load -rrm Furlio5 ,4,
a 3
oriiforrn load, 4L-,
1704. aft
A = tn.* az
6a 24#.54: r3f)+,v5
= cnovvi 4 "
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#12(24. 33/7- 3
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WAREHOUSE
PROPERTY
ASSOCIATES
J
3201 fairview avenue east
Seattle, washington 98102
phone 206 329 -7075
September 1, 1995 fax 206 329 3646
RECEIVED
Mr. Dwayne Griffin SEP 1995
Building Official
City of Tukwila E UiV11V'iui�li 1 Y
Tukwila, WA 98188 pEVELUPMENI''
Dear Mr. Griffin,
The owner's of WAREHOUSE PROPERTY ASSOCIATES are writing you at
this time to ask for your approval of a Building Permit to
rehabilitate the roof on Building "A" of a three building complex
in the 1100 block of Andover Park West. These buildings have the
address of 1141 -1191 Andover Park West. The building is
approximately 95,951 Sq. Ft. and is occupied by seven (7) tenants
with a somewhat mixed use.
We have been informed that certain regulations as outlined in
Section 1130 of a revised 1994 code require improvements to the
roof, including insulating material to an R -9 level. We have
investigated the cost of adding this insulating material to the
roofing contract and find it to be economically impractical, as
there is no way to recover the vary significant cost from the
tenants. Partly because the tenants pay their own electric bills
and so any savings would accrue to the tenant rather than to the
landlord. Also, the cost of the insulation would exceed $175,000.
This amount is more than 3 years net income from the building. In
addition, the cost of the roof repair is another $149,000 including
tax, so you can see this is a very expensive project.
We have a suggestion for meeting the requirements of Section 1130
having to do with the "economically impractical" situation but
actually improving the energy efficiency of the building. Let me
outline our suggestion.
Two large tenants in the building, Wilmar Industries and Walter
Pye, are insulating their space. I understand the rating will be
R -19. Therefore, it seems that for this space, putting an R -9
addition on the roof is not practical. Unfortunately, both these
tenants are in the middle of the building, so just leaving the
insulation off that part of the roof doesn't seem to work.
In the leases between tenants and Warehouse Property Associates,
we require that the tenants obtain approval through the permit
process of any substantive changes in the space occupied by the
particular tenant. We acknowledge that future changes in various
codes adopted by the City of Tukwila may change the requirements
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Mr. Dwayne Griffin September 1, 1995 Page 2
Building Official
of existing or new tenants that occupy space that presently may
meet such codes, i.e., as code changes and tenants change, the
tenants need to meet current code. This is explained to individual
tenants as they come on line.
Two tenants in the building, the bicycle storage place and
WA USE PROPERTY ASSOCIATES
, j- '-L- /17/4=
ames M. Hayes
Managing Partner
JMH /pc
cc: Cascade Roofing & Sheet Metal, Inc.
Attn: Eric Pettersen
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