HomeMy WebLinkAboutPermit 6675 - Andover Executive Park - Building 17 - Reroof6675 91-281 andover executive park
617 industry drive #17
reroof
Permit 6675 - Andover Executive Park Building #17
•' " Reroof 1 ' ' • year 1988
SETBACKS: N— S— E— W—
FIRE PROTECTION: OSprinklers Detectors x N/A
(throug h
UTILITY PERMITS REQUIRED? Yes p No Publio Worke1
ZONING:
BAR/LAND USE CONDITIONS?
0 Yes Ox No
CONDITIONS (other than those noted on or attached to permfVplans) S TI • CHED RER• OF CONDITIONS REGARDING
VERIFICATION OF ROOF CLASSIFICATION.
construction or the performance of work. I am authorized to sign for and obtain this building permit.
. • TY Hallwood Management Company
/
�� j� . .
r
BUILDING
. . OFFICIAL
575 -6675
ADDRESS 617 Industry Drive, Tukwila, WA
I hereby certify that I have read and e
_
amined this permit and know the same to be true and correct. All provisions of lav
ZIP 98188
CONTRACTOR Haight Roofing Company, Inc.
construction or the performance of work. I am authorized to sign for and obtain this building permit.
PHONE
784 -8414
ADDRESS P.O. Box 70150, Seattle, WA
n
- /
/ /�_ r �
ZIP 98107
WA. ST. CONTRACTOR'S LICENSE # HAIGHRC2690 K
EXP. DATE
4 -01 -92
ARCHITECT
PHONE
ADDRESS
ZIP
APPROVED •R 1
ISSUANCE BY: k
/
�� j� . .
r
BUILDING
. . OFFICIAL
DATE. 2...... -_ .�
I hereby certify that I have read and e
_
amined this permit and know the same to be true and correct. All provisions of lav
and ordinances governing this work w'll 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 for and obtain this building permit.
SIGNATURE: �
_____ „ , 4/ ,,�
DATE: Ti
r J
- /
/ /�_ r �
PRINT NAME: .4 /y .a .„ 0
COMPANY:
� a ,, / O• i.6'
CITY OF TUKWILA
Dept. of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BUILDING
PERMIT NO.
CctiY5
DATE ISSUED:
PROJECT INFORMATION
SITE ADDRESS
'CERTIFICATE OF
O CCUPANCY NO.
•
(0
617 Industry Dr
BU1LDI PERMIT
(POST WITH INSPECTION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
BUILDING: P.E. M T FEE; >=
PLAN :: CH ECK <EE<;<;
BUILDING; SURCHARGE:.: .
FEES
<32'4r 0:0:
*3240.V:
324 .0.0
R CPT:: #.
:0249 .
'0. 8:9: •
7 �-08 91
PLAN CHECK NO.:
91 -281
SUITE #
PROJECT NAME/TENANT Andover Executive Park Building 17 ASSESSOR ACCOUNT .# 252304- 9008 -03
TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential ) 0 Other:
DESCRIBE WORK TO BE DONE:
Reroof to Class "A" roof assembly.
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE OCC. SQUARE
FEET LOAD FEET
OCC.
LOAD
SQUARE OCC. TOTAL TOTAL
FEET LOAD SQUARE FEET OCC. LOAD
hls permit shalt b ®comb null an Vv�d if `the work �s not ogrnrr tenc ;i ��t)
ssuance, or if the: work is. suspen : ed or abandone for a penod of .).BD.. c
DATE ISSUED:
VALUE OF CONSTRUCTION - 5 35,994.00
ays rrom
ys from the ;last rnspectlo
PERMIT NO.
CONTACTED
Odo
I �
-1 (:1.C1.
BY:
(init.)
DATE READY
DATE NOTIFIED
PERMIT EXPIRES
2nd NOTIFICATION
BY:
(init.)
AMOUNT OWING
3RD NOTIFICATION
BY:
(init.
PLAN CHECK
NUMBER
PROJECT NAME
SITE ADDRESS
( BUILDING ?ERMIT
APPLICATION TRACKING
Mc) Ov- . r -act i Qi2. Pcxr i I
SUITE NO.
(Q1 ahrl fstr )r
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so that
any time the status of the project may be ascertained.
• Plan corrections shall be completed and approved prior to sending on to the next department.
• Any conditions or requirements for the permit shall be noted on the plans 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 ".
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be filled out by Plan Checker)
OCC. SQUARE
LOAD FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL.
SQUARE FEET
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
BUILDING -
initial review
0 FIRE
INIT:
INIT:
INIT:
INIT:
INIT:
ROUTED
CONSULTANT: Date Sent - Date Approved
FIRE PROTECTION: ) Sprinklers ( Detectors N/A
FIRE DEPT. LETTER DATED: INSPECTOR:
ZONING: IBARILAND USE CONDITIONS? ( 1Yes
REFERENCE FILE NOS.:
MINIMUM SETBACKS: N- S- E- W-
UTILITY PERMITS REQUIRED? Li Yes (J No
PUBLIC WORKS LETTER DATED:
REVIEW COMPLETED
TYPE OF CONSTRUCTION:
UBC EDITION (year):
TOTAL
OCC LOAD 1
SITE ADDRESS UITE #
617 Industry Drive Building #1,7
VALUE OF CON TRUCTION - $
$35,994.00
PROJECT NAME/TENANT
Re -Roof Andover Park Building #17
ASSESSOR ACCOUNT if
2.52 .D
TYPE OF ❑ New Building (...) Addition U Tenant Improvement (commercial) ❑ Demolition (building)
WORK: jack Storage [] Reroof Remodel fresi8entiai) Q Other:
�,
DESCRIBE WORK TO BE DONE :Remove existing roof to plywood deck, install red rosin sheet mechani-
cally fasten one layer 3/4" Perlite Roof Insulation, 3 layers Malarkey Type IV fiberglass ply fel
and one layer Malarkey fiberglass mineralsurface..cap sheet for Class "A" Roof System.
BUILDING USE (office, warehouse, etc.)
Office and Warehouse Space
NATURE OF BUSINESS: Several Business Per Building
_
WILL THERE BE A CHANGE IN USE? 2 No U Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: 12,800 Tenant Space: Area of Construction:
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
❑ No ❑ Yes IF YES, EXPLAIN:
Not Known
PROPERTY OWNER rlallwood Mana ement Company
p y '
}}fi�nn
P CLD6' 575 -6675
ADDRESS 617 Industry Drive Tukwila, Washington
2 98188
CONTRACTOR Haight Roofing Company, Inc.
P FQ} 784 -8414
Ar1f1AF$C
P.O. Box 70150 Seattle • W ashington
`
WA. ST. CONTRACTOR'S LICENSE # 223.0 H A- T. r C?69�g
EXP. DATE 4 _ ( - ci 4
ARCHITECT None
PHONE
ADDRESS None _..
ZIP
: i< . 1 , HGRC13V CARTIi=1(
Fir't #', n'r; 1
• ;1 ' :sRA&TAN,P
4 •
1 -r r' . A IA'. ; A
SIGNA RE I/ �
:A..XAMINta Ile AI? : pLI..A? loll > ";AND :I<N .. ,'�M,•; _ . 11 c'1.A M ,T' :(
Marl. :1'' ;'r ?.rittt !..ICr'+n.: ;T.urr ' rn0.41r ' ,
.11
BUILDING OWNER
OR
AUTHORIZED
AGENT
1 '
.
DATE
PRINT NAME e .
` • ' �' - - A r41+r
P
-+ �N,�•
CITY/Z1/10—
..
ADDRESS
CONTACT PERSON
PHONE
AMOUNT.
Department of Community Development - Building
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431-3670
PLAN CHECK
NUMBER
DATE APPLICATION ACCEPTED
ms-co
81
BulLDIr:.:3 PERMIT
,,APPLICATION
Division
k'DESCRIP.TION
BUILDING :PEIEIIT'EEE
PLAN CHECK FEE'L'' : " '•';
BUILDING °SURCHARGE::
OTHBR :'
DATE APPLICATION EXPIRES
1 - % - 9Q
APPI.IC:ATICIN RIIRMITTAI In nrriar to onouro that your application is accepted for plan roviow, plocco maho cur° to fill out tho
application completely and follow the plan submittal checklist on the reverse side o1 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 alt 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.
PUILDINIC OWAICR / AUTWORt2C0 ACtCMT M tho appiioont io ethor than tho or„ncr, ►oyiatav,J alc11ito,:L'enuir40131, ys w,tl, ah,ivI
Hennaed by the Ctatc of Washington, n notarized letter ti iii Ilse ptupc,ty uwuct autltullcitty thu ayt III lV Suhlllll 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 $ection 304(el) of thn Uniform Building Coda (current edition).
No application shall be extended more than once.
11 you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 431 -3670.
07/02/91 13!O2
FAX 206 431 3665
TUK PUB WORKS
SUBMITTAL CHECKLIST
2005
CI7'Y OF TUKWILA
6200SOUTIICENTERBOULEVARD. TUKWILA, WASHINGTON 98188
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
I'HONE # (206)433.1800
laa
Zeros
o 4 3(0.x3 %,
� 0.3k off
Ic13 Per mi*
Sur Chal . -
5
Or c by y.e.
GR��D TOTjL
'330. no
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Gary L. l aiDrrscu, Mayor
St)rchUvr _a_ 1 4 .50
T►n\1.25t5akion _ :� . CZo
• : a 6'u-c -f pk, -- l7
ype o nspectt
Address: ,
� U.d k
/7 .s,.srpe. ( J .
Called:
Special Instructions:
Date Wanted:
30 72_
am. p.m.
Requester:
PhoneNo.:
p
g4 0 p
ti
sp• • ' 'o.
❑ Approved per applicable codes.
COMMENTS:
[1 nsector:
INSPECTION RECORD
Retain a copy with permit
6300 Southcenter Blvd., #'100, Tukwila, WA 98188 . ---(2D 431 -3670
CITY OF TUKWIL/A BUILDING DIVISION
❑ Corrections required prior to approval.
ate,
3a
of Z.-
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection
I Rec e t No.:
Date:
"X"
REQUIRED INSPECTIONS
PHONE
DATE
APPROVED
INSPECT.
INITIALS
DATE(S)
CORRECTION NOTICE ISSUED
1 Footings
431 -3670
2 Foundation
431 -3670
3 Slab and/or Slab Insulation
431 -3670
4 Shear Wall Nailing
431 -3670
5 Roof Sheathing Nailing
431 -3670
6 Masonry Chimney
431 -3670
7 Framing
431 -3670
8 Insulation
431 -3670
9 Suspended Ceiling
431 -3670
10 Wall Board Fastening
431 -3670
X
11 Pre - Reroof
431 - 3670
12
13
14 FIRE FINAL Insp:
575 -4407
15 PLANNING FINAL
431 -3670
16 PUBLIC WORKS FINAL
431 -3670
X
17 BUILDING FINAL
431-3670
CITY OF TUKWILA
Department of Community Development - Permit Center
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
SITE ADDRESS:
617 Industry Dr
BuILDII:3 PERMIT
INSPECTION RECORD
(Post with Building Permit In conspicuous place)
BUILDING JL 7 1O L 1.7 PERMIT NO.
DATE ISSUED:
SUITE NO.: PROJECT:
CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE
Andover Executive Park Bldg 17
(INSPECTOR COMMENT SECTION ON REVERSE)
INSPECTION PROCEDURES AND REQUIREMENTS
All approved plans and permits shall be maintained available on the site in the same location.
1. FOOTING - When survey stakes and forms are set and rebar is tied in place.
2. FOUNDATION - When forms and rebar are in place.
3. SLAB - If structural slab or if underslab insulation is required.
4. SHEARWALL NAILING - Prior to cover.
5. ROOF SHEATHING NAILING - Prior to cover.
6. MASONRY CHIMNEY - Approximately midpoint.
7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place.
8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic
ventilation points clear.
9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing,
10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G),
11.
12.
13.
14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements.
15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements.
16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements.
17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete.
OTHER AGENCIES:
Plumbing (including gas piping) — King County Health Department — 296 -4732
Electrical — Washington State Department of Labor and Industries — 277 -7272
A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by
contacting the Department of Community Development, Building Division at 431 -3670. Although not
required, a meeting of this type can often eliminate problems, delays and misunderstandings as the
project progresses. 09,14!00
4 f7ctao'
BUILT -UP ROOFING
SPECIFICATIONS
4.01 APPLICATION /INSTALLATION .
A. Fleshings: General
1. Shall be applied as per manufacturer's specs
fications. " • •
2 . Extend roofing membrane 2 inches or more above
all cants.
3. AU vertical surfaces shall be canted.
4. Nail or cement to the deck
B. Vertical Fleshings:
1. Shall be minimum of 8 inches above insulation
or roof membrane. (See SMACNA detail #113).
2 . Provide for nailing to the top surfaces of all curbs.
3. Install or mechanically fasten nailing surfaces
(treated wood /nailer strips) flush with surface.
C. Cants:
1. Shall be installed at all vertical roof intersections.
2 . Shall be approximately 4 inches in horizontal and
4 inches in vertical dimension.
3. The face of the cant shall have an incline of not
more than 45° with the roof.
4 . Install on top of roof insulation or insulation stop.
5. Install on top of roof deck with nails or screws.
D. Projections /Extenslons:
1. Install all projections and extensions through the
roof deck prior to installation of roof system.
1 2 . Projections shall be constructed not less than 18
inches from the intersection of the cant and roof
deck.
E. Metal Flanges /Gravel Stops /Eave Strips:
Refer to General Specifications and Requirements.
1rvi MAL•BM
ROOFING
ASPHALT
PREMIUM 1 FIBERGLASS
PLY SHEET NO. 500
RECEIVED
rrry OF TIIKWILA
JUL b t001
PERMIT CENTER
NON•NAILABLE DECK
OR OVER APPROVED
INSULATION
FIBERGLASS
PREMIUM CAP SHEET NO. 502
IM4
CLASS "A" -- Up to 2" slope in 12"
ALL ZONES
Materials Per 100 Square Feet
No. 706 Asphalt Primer
(if required) 1 gal. 8 lbs.
Approved Roof Insulation
Premium 1 Fiberglass
Ply Sheet No. 500 3 plies 27 lbs.
Fiberglass Premium
Cap Sheet No. 502 1 ply 78 lbs.
Asphalt 100 lbs.
General requirements and specifications are
applicable as part of this specification.
Malarkey recommends the use of its High
Performance Premium Polyglass® Cap Sheet
No, 601 as a base flashing material.
Malarkey recommends the use of Its SBS
Mineral Walkboard No. 916 for all traffic areas.
Malarkey approves No. 506 Ply Sheet to be
substituted for No. 500 Ply Sheet.
4.02 PREPARATION & USE OF MATERIALS & EQUIPMENT A. AsphalttTemperatures:
1. The asphalt shall be heated In accordance with
EVT (g quiviscous Temperature) standards and .
appli withal the temperature range -
[EVT '± 25 °Fj. •• .
2 . If using Malarkey SEBS asphalt it shaij not be ap-. .
pliedttt temperatures below 450 °F at point of .
appli ation. • `
3. At air emperatures below 36 °F, it is required that
supplj lines be insulated.
4.03 ROOF INSULATION
A. General:
1. Insulation shall be laid parallel with eaves.
2. Insulation boards shall be laid in an ashlar pat-
tern (cross pattern), joints staggered with the
joints between the long dimension of the boards
continuous.
3. Where recover board is specified, joints shall be
staggered over underlying insulation.
4. Space roof insulation 1 /4 Inch from all vertical
fleshings.
5. Insulation shall be neatly cut and fit around all
roof projections.
6. Secure insulation boards with approved mechan-
ical fasteners.
7. No more insulation shall be Laid than can be com-
pletely covered in a day's work.
2.21
4.03 ROOF INSULATION (Cont'd) C
B. Wood Nallers Installation:
4.04 EXPANSION JOINTS
A. Contact Malarkey for specific application details.
4.05 WATER CUT-OFFS
A. Divide roof area into areas as specified.
B. At the end of each day's work, provide temporary
water Cut -offs at the edge of the insulation. Remove
cut -offs when work commences.
C. Water cut -offs shall be one layer of No. 501 base
sheet embedded in a solid uniform mopping of hot
steep asphalt applied at a rate of 30 lbs. per 100
square feet.
4.06 WET INSULATION
A. Remove and replace all wet insulation.
B. Built -up roofing shall not be applied over wet insu-
lation.
4.07 BASE SHEET APPLICATION
Not applicable for this system.
4.08 PLY SHEET APPLICATION
A. Specified ply sheet(s) shall be embedded into a fluid,
continuous application of asphalt. The plies shall
be lapped specific to the system and mopped as
shown. The asphalt shall be applied in such a way
that in no place will felt touch felt. Light "brooming"
is advised to aid adhesion.
1. Ply sheets shall be shingled in, free of wrinkles
or•fishmouths.
2 . May be applied bya mechanical felt layer or rolled
into a hand mopping of asphalt.
3. Shall be applied so that the flow of water is over
or parallel to, but never against the lap.
4 . End laps shall be a minimum of 4 inches and off-
set a minimum of 12 inches apart.
5. Embed the full 36 inch width of each ply in hot
asphalt applied at the nominal rate of 25 lbs. per
100 square feet.
6. "Brooming in" Is recommended for both felt layer
and hand mopped applications.
7. When "Rolling in" by hand, the mopping asphalt
shall be kept within 5 feet of the roll.
8. Mop shall be kept full and flow asphalt on the roof.
Do not scrub with mop.
9 . Do not "glaze in" ply sheet during the interim be-
tween surfacing.
2-22
1. Provide wood nailers on slopes greater than 11/2
inches per foot. The nailer shall be the thickness
of the insulation by 4 inches wide. Nailers shall
be installed perpendicular to the slope.
C. Multiple Layer Application:
1. The roof insulation is to be installed in multiple
layers with the joints staggered in one direction.
2.Offset the joints of the top layer a minimum of 24
inches over the underlying insulation layer.
3. The top surface of the first layer shall be coated
with steep asphalt using 25 lbs. per 100 sq. ft.
10. On siopes(..iaterthan 2" all ply sheets shall be
applied parallel with the roof slope.
► Provisions must be made for back nailing of felt.
u 1 Oil!. Provide wood nailer strips on non- nailable sub-
:j.. rt y54)
strates.
4.09 CAP SHEET APPLICATION
A. Roof surface shall be clean, free of dust, dirt or mois-
ture when cap sheet is applied.
B. Light priming with asphaltic primer is required if any
surface oxidation has occurred on the installed
base - sheets.
C. Shall be applied free of buckles, wrinkles, blisters,
fishmouths or voids of any type between the sheet
and the mopping asphalt.
D. Shall be applied over and parallel to the underlying
roofing and lapped, so that the flow of water is over
or parallel to, but never against the laps.
E. Shall be lapped with 2 inch lap seams and 4 inch
end laps.
F. End laps shall be broken not less than 3 feet apart.
G. It is recommended that cap sheets be "flopped" into
place. Tension shall be placed on the ends of cap
sheets lengths as they are flopped into place to en-
sure that the sheet lays flat in the asphalt.
H. "Brooming in" is recommended by the material man -
ufacturerto insure adequate bonding of the cap sheet
to the asphalt during low temperature application.
I. Embed loose granules into over -run of hot asphalt
at side and end laps while asphalt is still hot.
J. On slopes 21 or greater, the underlying sheet of all
cap sheet erld laps shall be nailed with two rows of
nails, 3 inches apart, on 3 inch centers staggered.
4:10 VALLEYS ANd WATERWAYS_ .
A. Shall receive an extra ply of No. 501 base sheet.
B. This extra ply shall be at least 36 inches wide and
extend at least 12 inches up the inclines out of the
valley.
C. This extra ply shall be laid prior to the application
of the roofing plies.
4.11 ROTARY-DRUM-TYPE FELT LAYER
Not recommended by roofing manufacturer.
4.12 MECHANICAL FELT LAYER
A. Shall be multiple gate valve type that spread hot
asphalt on the roof surface just ahead of the roof-
ing as it is applied.
B. Equipment shall be clean, in good operating con-
dition and shall hold sufficient asphalt to lay an en -,
tire roll of ply felts.
4.13 SURFACING
Not applicable for this system.
1191 MAI.•9M
floor plan