HomeMy WebLinkAboutPermit 6046 - Southcenter Mall - VestibuleS3uThCrrR
V5fl aut.
BP Co*Co
APPROVED FOR / BUILDING
ISSUANCE BY: y 0 : , ,__ /. OFFICIAL
DATE:
4 -5" 76
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 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 or work. I am authorized to sign for and obtain this building permit.
IP
DATE: 4 /- %'2
SIGNATURE. / ,
Z
PRINT NAME: e ,� � ', E .1'
COMPANY: Spa, .. e/xi a G /.t
PROPERTY OWNER Southcenter Joint Venture
PHONE 216- 871 -4800
ADDRESS 25425 Center Ridge Road. Cleveland. OH
PHONE
ZIP 44145
872 -8697
ZI 98032
CONTRACTOR Rainier Glass Co.
ADDRESS 22225 76th Avenue South, Kent, WA
WA. ST. CONTRACTOR'S LICENSE # RAINIG232R2
EXP. DATE 10 - -
ARCHITECT Center Ridge Design Services
PHONE 216- 871 -4800
ADDRESS 25425 Center Ridge Road, Cleveland, OH
ZIP 44145
TYPE OF CONSTRUCTION: UBC EDITION (year)
SETBACKS: N - S - E - W -
FIRE PROTECTION:
❑Detectors ❑NIA
UTILITY PERMITS REQUIRED? ( through
UTILITY ❑ Yes ® o Public Works)
ZONING: C _ P BAR /LAND USE CONDITIONS ❑ Yes (1) No
CONDITIONS (other than those noted on or attached to permit/plans):
ati.3
5 -L( -ci p
DESCRIPTION
AMOUNT
RCPT M
DATE
BUILDING PERMIT FEE
350.00
ati.3
5 -L( -ci p
PLAN CHECK FEE
228.00
6366
3 -06 -90
BUILDING SURCHARGE
4.50
%I D,3
S-
ENERGY SURCHARGE
SQUARE
FEET
OTHER:
TOTAL
SQUARE FEET
TOTAL
OCC. LOAD
TOTAL -
582.50
USE -)
/
/
CODE COMPLIANCE
/
/
/
FLOIOFt
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
CCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL
SQUARE FEET
TOTAL
OCC. LOAD
TOTAL
SI •PI S
,0 »qi II
BUILDING
PERMIT NO.
D ATE ISSUED:
CERTIFICATE OF
OCCUPANCY NO.
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
(DOL/CD
X1 0
896 Southcenter Mall
BUILDI1 PERMIT
(POST WITH INSPECTION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
FEES
PLAN CH
PROJECT INFORMATION
• •T•T
SUI #►
VALU
PROJECTNAME/TENANT Southcenter Mall Vestibule ASSESSOR ACCOUNT M 262304- 9023 -03
TYPE OF U New Building Addition Tenant Improvement (commercial) Li Demolition (building) Li Grading/Fill
WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other:
DESCRIBE WORK TO BE DONE:
Add sprinklered vestibule at existing food court entrance.
U • -a 40,000.00
This permit shall become null and void if the work is not commenced within 180 days from the date of
issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection.
DATE ISSUED:
US, 1 1IV
PERMIT NO.
CONTACTED
1 Ut
1
DATE READY
DATE NOTIFIED
BY: ,,,� ppQQ
1
PERMIT EXPIRES
2nd NOTIFICATION
�
BY:
4 (IL.) ,
AMOUNT OWING
559 � 50
3RD NOTIFICATION
(i it )
PLAN CHECK
NUMBER
o9q
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be filled out by Plan Checker)
REVIEW COMPLETED
BUILDING PERMIT APPLICATION TRACKING
PROJECT NAME
uthcv n-\ er T to \ 6te_siib u
SITE ADDRESS
%c (o JC) ukhcp_rrte r ' h11
DEPARTMENTAL REVIEW
"X" In box Indicates which departments need to review the project.
SUITE NO.
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 ".
:44414444»4441444.
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL
SQUARE FEET
TOTAL OCCU-
PANCY LOAD
'•<DATE ..
BUILDING - 3-5-go
initial review
FIRE
O PLANNING
3/
3/22A
(ROUTED)
INIT:
O PUBLIC
WORKS
O OTHER
(Z BUILDING - 1, l
final review 1/
INIT:
INIT:
y:
INIT: f < /1
UTILITY PERMITS REQUIRED? ( ) Yes No
PUBLIC WORKS LETTER DATED:
MEIN
CONSULTANT: Date Sent -
Date Approved -
FIRE PROTECTION: `(] Sprinklers U Detectors n N/A
FIRE DEPT. LETTER DATED: S Z7 -9r/ INSPECTOR: ,S
ZONING: ]BAR/LAND USE CONDITIONS? fl Yes Qd No
REFERENCE FILE NOS.:
MINIMUM SETBACKS: N- S- E- W-
E OF CONSTRUCTION:
UBC EDITION (year):
!TE ADDRESS SUITE #
you -- 1E� 6 A Via • ( W)1
V�LUE
OF CONSTRUCTION - $
4C 000
i
PROJECT NAME/TENANT I `�
�J
A V �i !• '-i 1 V �C I ' •L'_,
ASSESSOR ACCOUNT #
2G2 ?iCe-- 902• ..�
TYPE OF Li New Building Af
Addition U Tenant Improvement (commercial) — 0 Demolition (building)
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
AV's 2t t kLeo V Ti, FAALE (a) I- x t 9i mt -6)Q0 Ccat7' 1" f Nccru- .1-F
BUILDING USE (office, warehouse, etc.)
Meru 0,
NATURE OF BUSINESS: !-1.k,0 ppl Q c 1\./k p(,L
WILL THERE BE A CHANGE IN USE? N No Li Yes IF YES, EXPLAIN:
SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: 50 hF
WILL THERE BSTORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE
BUILDING? O No 0 Yes IF YES, EXPLAIN:
PROPERTY OWNER G. t\ c, 1 Y Ec,I,..ru
PHONE 21; . sm . 4S 3
ADDRESS 2 -. 25 Gcw (2 ( ..., t De, CZ-D. aft/9"w D, 01,-H0
ZIP ..(qF
CONTRACTOR Fr)4\ltek_ GLia 60. (PHONE so( g - 7Z _ 7
ADDRESS !L'L?i25 (4�h AVE . U'(1 -{" K� -C_ Waei44crv.ctT-ot4
EXP. DATE
zIR:),(8032.
1 0 _ el — 199 U
WA. ST. CONTRACTOR'S LICENSE # R. A T . Kt I . _ 2:32 ^ RZ
ARCHITECT coo —F(2,. r2106,E pFlar■l_. iE2JtcL6
PHONE 2)(- E31) - ` 3oo
ADDRESS
ZIP 4- �
2e.{Z CE. t 2 (2.11 - izo C.LFlikaL \M,D1 (31W,1()
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
APPLICATION MUST DE
FILLED OUT COMPLETELY
HEREBY CERTIFY THA :I
RUE AND CORRECT, a
BUILDING OWNER SIGNATUR
OR
AUTHORIZED
AGENT ADDRESS ic C .Vk Iv rw
PRINT NAM
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.
VALUM i !UN uF Curib THUG'i ION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coord!na!or at 1133 -1851 prior to
submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or
contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent
to submit this permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of
application shall expire by limitations: The building official may extend the time for action by the applicant for a
period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform
Building Code (current edition). No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 433 -1849.
DATE APPLICATION ACCEPTED I DATE APPLICATION EXPIRES
3 J .
•
ENERGY SURCHARGE
THER:
TOTAL
e'S'ca- .5cJ
AEAD AND: EXAMINED THI
AUTHORIZ D TO A P PLY FO A
i
- v 4 l .(,C B Rc tr
BUILDING PERMIT
APPLICATION
FEES (for staff use only)
/MON
DATE
11 e
PHONE
CITY/ZIP
C(_kiE 1 00..44i4
PH ON E2 c:, - l - 0
03/30/89
COMMERCIAL
NEW COMMERCIAL
• „.„ „
Completed building permit application (one for each structure) •
fl •
Assessor Account Number
Two sets (2) of the following; .
fl Specificatiorts
Structural calculations stamped by'a.Weehingtoa State: licensed
..engineer
........ .......:. .........„
i ----- tpoh report stamped by a Washington State. licensed engineer
E :Topo survey ..; ,
Eriergy calculations stamped by a Washington State licensed
::: engineer Of ardiitect
Ll doseriptian
ElWorking Things, stamped by Washington State 1 .77•77"..:ardihect, which Irsduck)::::::-. •••:' • -.•
• Site plan
• Architectural drawings
• Structural drawings
• Mechanical drawings
• • Elevations
• CM drawings
• Landscape plan
RACK STORAGE
E Completed building permit application
RESIDENTIAL
SUIMITTAL CHECKJST
fj Completed utility permit application (one for entire project)
.• ; . .
E
Six (6) sets of civil drawings:
it application and cheOldist ler:spec:die
NOTE See utlihy pen
submittal feginrenTri • •
...Assissor.A�oun! Number
tats of plaria,• include
1 Fblii tik 11
Entire space.whera:radta will be lOctt
Exit doors
" '' ' '' " •
Tenant spate floOr
: ..•
NOTE include crimensions.ol racks (height: width iihdiength ) , aisles.. •
and exit earl on Plan.
E Structural calculations stamped bye Washington State licensed :
engineer (rack storage 8 and over)
• • .
NEW SINGLE•FAMILY OWELL.R1G8/ADDITIOP48 .•
r Completed building permit application (one for each structure)
1 Legal description
E:1 Assessor Account Number
fl Two sets (2) of working. drawings; which
ila PgoVEIAEPITS : • e a ch structure re b i.. ....
ANT for e _
COMMERCIAL
' 1 :u 1 iC i lria . Pe.rmi!.. 1 . 11 . ) ., :H...
CM°Ernpile:f:!Atet;'!T:..E7:. . app li ca tion
(o
:: : ...,, a. :
..telifit):...;. Assessor ir.:: :: ... :-.... . . . : .
''..ri'4afits2)s:(!r• Account Num
Two plans, which
17 ..., 1 7: : : : : : : : „ . ....1..1::.....i . ' .. : ... :
site
:7:: ExLacatiliorlcagn,ndte.propo ITari"1...n....
C Plait': .......•":.:: • . . ' ' • :
: ::0 :41::: TenaTexifb:iti°4:::::11:1Da
buildin 1 lo ... :::: alr.sPedssiti.iti.st tenant
: 41 ; fl s
a : o cn i i: w i f l ). e .ot( a r l is it!rooat squ
are
a b.e g o e cid h .:... ''... •
• Tenan space p.e.ate pa tterns
• Use of adjacer!,
...: : - ... New walls' _
E . Construction lj et ogsn deta
secii:m showing wall construction lstr:tlend:annido.17111.11f::(:d of
... ..... Cross „an ...,s. W State!! ,„, sets)
calculations stam iredif a structural work is ti iitil:il..:?ei.•.70,.:.::...:.
&Had" for stamped by ' vv"..to be done t4 bet
,.......,
appllcaStructurai ... it sepa 141° SOrt and ne; #. fr fk . 7 . . .. :
NO TE If any tiblity i
engineer 71" be requ . - be done, suM7
C Completed building [I Assessor per mit application (one for O
Account dint
des cribing existing roo •
- Narrative material .being reatoved and
- material being Installed
NOTE A certification letter is requliedpnor to final Inspection and sign-
■••••••••••••
RESIDENTIAL REMODELS.
Assessor Account Nunlber •
• Comple*d
Se is:Or Account Num
Two (2) sets of working drawings, which Include
,
• ' ‘....
• 4
NOTE: plan
Buil • • • 6 81113°i..:44c/*:".f .....
and plans must be submitteo
.. .
1:01 PROJECT
The work is known officially as "Southcenter Food Court Vestibule ".
1:02 OWNERS
The work will be performed for:
Southcenter Joint Venture
( Southcenter Mall)
25425 Center Ridge Road
Westlake, Ohio 44145
SOUTHCENTER FOOD COURT VESTIBULE
TUKWILA, WASHINGTON
RECEIVED
CITY OF'TUKWILA
MAR 0 5 1990
PERMIT CENTER
SECTION 08905 - WINDOW WALL
PART 1 - GENERAL
SOUTHCENTER FOOD COURT VESTIBULE
DIVISION 8
A. RELATED DOCUMENTS:
1. Drawings and general provisions of Contract, including General
and Supplementary Conditions and Division -1 Specification
sections, apply to work of this section. These provisions can
be obtained at the Mall office or at the office of the architect
at 25425 Center Ridge Road, Westlake, Ohio 44145. Telephone
(216) 871 -4800.
B. DESCRIPTION OF WORK:
1. The work to be performed under this section shall include all
labor, materials, tools, equipment and the execution of all
operations necessary to complete the extent of window wall work
as indicated by drawings and provisions of this section.
2. Primary components of window wall work (work of this section)
include the following, including work cross - referenced to other
specification sections for requirements:
a. All aluminum extrusions, coverplates (break aluminum) and
filler items indicated as integral components of window
wall system.
b. Stiffeners, attachments, anchorages, inserts, support
brackets, expansion devices, fasteners, flashings, vents,
weeps, insulation and similar elements for components of
window wall system.
c. Steel reinforcement contained within the aluminum sections
where noted "by window wall manufacturer ".
d. Sealant between components of aluminum window wall.
3. Entrance Work: Is specified in Section 08410.
4. Glass and Glazing work of window wall system: Refer to "Glass
and Glazing" section 08800.
5. Joint Sealers are specified in section 07900 within Division 7
and Section 08800 within Division 8 (Glass and Glazing).
6. Structural Steel is as shown on the drawings.
WINDOW WALL 08905 -1
11 inn inn
SOUTHCENTER FOOD COURT VESTIBULE
7. Drawings: Plans, elevations and details show spacings of
members, and profile and similar dimensional requirements of
window wall work are based on one standard window wall system
and to match with the existing window wall members.
C. SYSTEM PERFORMANCES:
1. Load - bearing Strength (Wind Resistance): Provide manufacturer's
stock system, adapted to application indicated, which has been
tested in accordance with ASTM E 330 and applicable governing
building codes but to withstand at least the following loadings:
a. Wind Load of 30 psf.
2. Deflections and Thermal Movements: Obtain necessary information
from Architect /Engineer on building deflections due to loadings,
temperature variations, shrinkage and similar causes. Provide
manufacturer's stock products and system which are capable of
withstanding building movements and weather exposures including
wind loading, and which are capable of performing within the
following limitations:
a. Normal -to -wall deflection not exceeding 1/200 of span,
except 1/300 for glass - supporting members.
b. Parallel -to -wall deflections not exceeding 75% of glass
edge clearances.
c. Thermal movements resulting from ambient temperature range
of 120 °F (67 °C), which may cause window wall framing range
of 180 °F (100 °C).
D. QUALITY ASSURANCE:
1. General:
a. Installer shall be a firm with not less than 5 years of
successful experience in erection of stock window wall
systems similar to systems required for this project.
b. Standards: Comply with applicable provisions of "Metal
Curtain Wall, Window, Store Front and Entrance Guide
Specifications Manual" by AAMA.
c. All window wall members to match with existing window wall.
WINDOW WALL
08905 -2
11/28/89
SOUTHCENTER FOOD COURT VESTIBULE
E. SUBMITTALS:
1. Product Data: Submit manufacturer's specifications for
materials and fabrication of window wall work, and
instructions /recommendations for installation and maintenance.
Include certified test reports showing compliance with
requirements where a test method is indicated.
2. Shop Drawings: Submit drawings showing adaptation of
manufacturer's standard system to project; include typical unit
elevations at 1/2" scale and details at 3" scale, to show
dimensioning, member profiles, anchorage system, interface with
building construction, and glazing. Show section moduli of
wind - load - bearing members, and calculations of stresses and
deflections for performance under design loading. Show clearly
on shop drawings where and how manufacturer's system deviates
from contract drawings and these specifications.
3. Samples: Submit samples of each type and color of aluminum
finish, on 12" long sections of extrusions or formed shapes and
on 6" squares of sheet /plate.
F. GUARANTEE:
1. Provide written guarantee, signed by Owner's Agent and
Installer, agree ng to repair or replace defective materials and
workmanship of window wall work (see primary components listing
in this section) during 5 -year warranty period. "Defective" is
defined to include abnormal deterioration /aging /weathering,
glass breakage, failure of operational parts to function
normally, deterioration or discoloration of finishes, and
failure of system to meet performance requirements including
structural and infiltration. Repairs or replacements required
only after acceptance of the Work because of acts of God
exceeding performance requirements, vandalism, inadequate
maintenance, alterations, failure of structure supporting window
wall work, or other causes beyond Manufacturer's /Fabricator's/
Installer's /Contractor's control, as judged by Architect, shall
be completed by Contrator /Installer and paid for by Owner at
reasonable prevailing rates mutually agreed upon at time of such
repair /replacement work. Guarantee and enforcement shall not
deprive Owner of other available actions, rights or remedies.
WINDOW WALL
08905 -3
11/28/89
PART 2 - PRODUCTS
SOUTHCENTER FOOD COURT VESTIBULE
A. ACCEPTABLE MANUFACTURERS:
1. Manufacturer: Subject to compliance with requirements, provide
window wall products to match with the existing window wall by
Rainier Glass Co., Inc. of Seattle, WA.
2. Sizes and Profiles: The required sizes for window wall sections
and the profile requirements are shown on the drawings and based
on the manufacturer's specifications for the following systems.
The window wall system must be an exact match to the aluminum
entrances.
a. Window wall system has been designed around PBS -383 as
manufactured by Amarlite, for aluminum window walls.
Manufacturer shall reinforce system as required to meet
loading conditions and governing building codes.
B. MATERIALS AND COMPONENTS:
1. Aluminum Members: Provide members (extrusions, formed members,
sheet and plate) of alloy, temper and thicknesses recommended by
manufacturer to comply with requirements; ASTM B 221 for
extrusions, ASTM B 209 for sheet /plate.
2. Glazing Gaskets: Manufacturer's standard sealed - corner
pressure - glazing or wedge -lock dry glazing system of resilient
elastomeric glazing gaskets, setting blocks and shims or spacers
as required; hardness selected by window wall manufacturer.
a. Gasket Material: Extruded or molded neoprene; AAMA SG -1 or
ASTM D 2000, classification selected by window wall
manufacturer for performance and permanence.
b. Gasket Color: Match anodized frame unless otherwise
indicated.
3. Glass: Specified in "Glass and Glazing ", Section 08800.
4. Brackets and Reinforcements: Manufacturer's standard
high- strength aluminum units where feasible, otherwise
nonmagnetic stainless steel; except, at fabricator's option,
brackets not exposed to weather or abrasion may be hot -dip
galvanized steel complying with ASTM A 386. Provide
nonstaining, nonferrous shims for installation and alignment of
window wall work.
WINDOW WALL
08905 -4
11/28/89
SOUTHCENTER FOOD COURT VESTIBULE
5. Fasteners and Accessories: Manufacturer's standard with exposed
portions matching finish of window wall system. Provide
slip -joint linings of sheets, pads, shims, or washers of
flurocarbon resin, or similar material recommended by
manufacturer at joints where movement must be accommodated.
6. Dissimilar Metals Bituminous Coatings: Cold- applied asphalt
mastic complying with SSPC -PAINT 12, compounded for 30-mil
thickness per coat.
7. Concrete /Masonry Inserts: Cast -iron, malleable iron or hot -dip
galvanized steel complying with ASTM A 386.
C. FABRICATION OF WALL SYSTEMS:
1. General: Fabricate window wall system at manufacturer's shop to
greatest extent possible, and prior to application of finishes.
Conceal fasteners unless otherwise indicated. Make provisions
to weep penetrating water and condensation to exterior.
2. Coordination of Fabrication: Wherever possible, check the
actual frame or door openings in the construction work by
accurate field measurement before fabrication, and show recorded
measurements of final shop drawings. However, coordinate
fabrication.schedule with
construction progress as directed by Contractor and avoid delays
of the work. Where necessary, proceed with fabrication without
field measurements, and coordinate installation tolerances to
insure proper fit of door and frame units.
3. Complete the cutting, fitting, forming, drilling and grinding of
all metal work prior to cleaning, finishing, treatment and
application of coatings.
A. Reinforce the work as necessary for performance requirements,
and for support to the structure. Separate dissimilar metals
with bituminous paint or preformed separators which will prevent
corrosion. Separate metal surfaces at moving joints with
non - metallic separators to prevent "freeze -up" of joints.
5. All fasteners shall be concealed in a manner recommended by the
manufacturer.
6. Maintain continuity of line and accurate relation of planes and
angles. Provide secure attachments and support at mechanical
joints, with hairline fit of contacting members.
7. All window wall members shall be accurately filled and free from
defects. The window wall may be shop fabricated, or a "stick
system" that is prefabricated for field assembly.
WINDOW WALL
08905 -5
11/28/89
SOUTHCENTER FOOD COURT VESTIBULE
8. Provide glazing system for frames to receive lights or panels.
Design system for replacement of glass or panels from the
exterior, without disassembly of the entire system.
9. Fabricate frame assemblies for exterior walls with flashing and
weeps to drain penetrating moisture to exterior. Provide
anchorage and alignment brackets for concealed support of
assembly from the building structure. Allow for thermal
expansion of exterior units.
10. Style of Frame: Provide frames as shown on the drawings or
specified by the accepted manufacturer.
D. WINDOW WALL FINISHES:
1. Clear Anodized Finish - AAM12C22A -31 Class 11. Finish to match
aluminum entrance finish. Submit sample to Architect for
verification and approval.
PART 3 - EXECUTION
A. INSPECTION, PREPARATION:
�. Furnish inserts at proper times for setting in masonry, and
similar work indicated to support window wall work.
2. Aluminum surfaces that will contact masonry, concrete, wood or
steel should be protected from contact by use of neoprene
gaskets or a coat of bituminous paint to prevent galvanic or
corrosive actions.
B. INSTALLATION /ERECTION:
1. Comply with manufacturer's instructions for protection, handling
and installation of fabricated window wall components, with
particular attention and care in preservation of applied
finishes. Discard or remove and replace damaged members.
2. Erection Tolerances: Install window wall components plumb,
level, accurately aligned and accurately located in reference to
column lines and floor levels; adjust work to conform with the
following tolerances (maximum variations).
a. Plumb: 1/8" in 10'; 1/4" in 40'.
b. Level: 1/8" in 20'; 1/4" in 40'.
WINDOW WALL 08905 -6
11/28/89
END OF SECTION 08905
SOUTHCENTER FOOD COURT VESTIBULE
c. Alignment: Limit offset of member alignment to 1/16" where
surfaces are flush or less than 1/2" but out of flush, and
separated by less than 2" (by reveal or protruding work);
otherwise limit offsets to 1/8 ".
d. Location: 3/8" maximum deviation from measured theoretical
location (any member, any location).
3. Anchor components securely in place in manner indicated,
shimming and allowing for required movements, and provide
separators and isolators to prevent corrosion and electrolytic
deterioration, and to prevent "freeze -up" of moving joints.
4. All joints between interior metal and masonry and between
interior glass framing and mullion members shall be tightly
caulked in order to secure a water tight job. All materials
shall be screwed in place using backing, masonry plugs, or
anchor straps as required.
5. After erection, the Contractor shall adequately protect exposed
portions of the grid framing from damage by grinding and
polishing machines, plaster, lime, acid, cement, or other
harmful compounds:
6. Glazing: Specified in "Glass and Glazing" section 08800.
C. CLEANING:
1. Clean completed system, inside and out, promptly after erection
and installation of glass and sealants (allow for nominal cure
of liquid sealants). Window wall Installer shall advise
Contractor of proper and adequate protection and cleaning
procedures during remainder of construction period, so that
system will be without damage and deterioration at time of
acceptance.
2. At time of substantial completion, clean window wall system
thoroughly and polish glass. Demonstrate proper cleaning
methods and materials to Owner's maintenance personnel.
WINDOW WALL
08905 -7
11/28/89
SECTION 08800 - GLASS AND GLAZING
PART 1 - GENERAL
SOUTHCENTER FOOD COURT VESTIBULE
DIVISION 8
A. RELATED DOCUMENTS:
1. Drawings and general provisions of Contract, including General
and Supplementary Conditions and Division -1 Specification
sections, apply to work of this section. These provisions can
be obtained at the Mall office or at the office of the Architect
at 25425 Center Ridge Road, Westlake, Ohio 44145. Telephone
(216) 871 -4800.
B. DESCRIPTION OF WORK:
1. The work to be performed under this section shall include all
labor, materials, tools, equipment and the execution of all
operations necessary to complete the extent of glass and glazing
work as shown on drawings.
2. Definitions: "Glass" includes prime glass, processed glass, and
fabricated glass products. "Glazing" includes glass
installation and materials used to install glass. Types of work
in this section include glass and glazing for:
a. Window wall construction.
b. Entrances.
3. Aluminum entrances are specified in Section 08410.
4. Window wall is specified in Section 08905.
C. QUALITY ASSURANCE:
1. Glazing Standards: Comply with recommendations of Flat Glass
Marketing Association (FGMA) "Glazing Manual" and "Sealant
Manual" except where more stringent requirements are indicated.
Refer to those publications for definitions of glass and glazing
terms not otherwise defined in this section or other referenced
standards.
GLASS AND GLAZING
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SOUTHCENTER FOOD COURT VESTIBULE
2. Safety Glazing Standard: Where safety glass is indicated or
required by authorities having jurisdication, provide type of
products indicated which comply with ANSI 297.1 and testing
requirements of 16 CFR Part 1201 for Category II materials.
a. Subject to compliance with requirements, provide safety
glass permanently marked with certification label of Safety
Glazing Certification Council (SGCC) or other certification
agency acceptable to authorities having jurisdiction.
3. Prime Glass Standard: FS DD -G -451.
4. Heat - Treated Glass Standard: FS DD -G -1403.
5. Prime Glass Manufacturer: One (1) of the following for each
type /color /pattern of glass:
a. Manufacturers of Clear and Tinted Float Glass:
1) AFG Industries, Inc.
2) Ford Glass Division.
3) Guardian Industries Corp.
4) LOF Glass, Inc.
5) PPG Industries, Inc.
6) Saint - Gobain /Euroglass.
b. Manufacturers of Heat - Treated Glass:
1) AFG Industries, Inc.
2) Cardinal IG.
3) Environmental Glass Products.
4) Falconer Glass Industries.
5) Ford Glass Division.
6) Guardian Industries Corp.
7) Hordis Brothers, Inc.
8) LOF Glass, Inc.
9) PPG Industries, Inc.
10) Saint - Gobain / Euroglass.
11) Spectrum Glass Prod. Div., H.H. Robertson Co.
12) Viracon, Inc.
6. Special Precautions for Contractor:
a. Foresight by the Contractor can avoid much of the damage to
the surface of the glass after it has been installed.
These added precautions include, but are not limited to,
the following:
GLASS AND GLAZING
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SOUTHCENTER FOOD COURT VESTIBULE
1) Extreme caution shall be exercised when welding or
burning metal is being done adjacent to the installed
glass area. Welding sparks will damage the surface
and weaken the glass.
2) Solutions used on the surface of the building to clean
or seal as well as those selected to wash the glass
could cause damage to the glass surface or the sealant
used in the installation. Contractor shall take
necessary precautions to prevent this from happening.
3) The "wash off" from preoxidized metal can leave a
residue on the glass. To prevent permanent staining,
this residue should be removed promptly.
4) The practice of marking an "X" on the glass that has
been installed must definitely be discontinued. (See
article "Cure, Protection and Cleaning" at the end of
this section). Under certain conditions, it is
extremely difficult, if not impossible, to remove by
the time the building is ready for occupancy. Tapes
or banners may be fastened to the framing and
suspended over the glass to alert workmen that the
opening is glazed.
7. System Description:
a. Provide glass and glazing that has been produced,
fabricated and installed to withstand normal thermal
movement, wind loading and impact loading (where
applicable), without failure including loss or breakage of
glass, failure of sealants or gaskets to remain watertight
and airtight, deterioration of glass and glazing materials
and other defects in the work.
b. Deterioration of laminated glass is defined as the
development of manufacturing defects including edge
separation or delamination which materially obstructs
vision through glass.
8. Single Source Responsibility for Glass: To ensure consistent
quality of appearance and performance, provide materials
produced by a single manufacturer of fabricator for each kind
and condition of glass indicated and composed of primary glass
obtained from a single source for each type and class required.
a. Samples, Glass: Submit 2, 12" square samples of each glass
product.
GLASS AND GLAZING
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SOUTHCENTER FOOD COURT VESTIBULE
b. Samples, Glazing Materials: 2 samples, 12" long, color
required for each type of glazing sealant or gasket exposed
to view. Install sample between the glass and material
similar to our representative of channel surfaces where
sealant of gasket will be used, held apart to represent
typical joint widths. Samples will be reviewed by the
Architect for color and texture only. Compliance with all
other requirements is the exclusive responsibility of the
Contractor.
c. Product data: Submit manufacturer's technical data for
each glazing material and fabricated glass product
required, including installation and maintenance
instructions.
d. Certificate: Submit certiciates from respective
manufacturers attesting that glass and glazing materials
furnished for project comply with requirements.
D. JOB CONDITIONS:
1. Pre - Installation: 'Meet with Glazier and other trades affected
by glass installation, prior to beginning of installation. Do
not perform work under adverse weather or job conditions. Do
not install,gunnable wet sealants when temperatures are within
lower or middle third of temperature range recommended by
manufacturer.
E. CODE REQUIREMENTS:
1. All materials and glazing shall comply with federal, state and
local regulations, codes and ordinances; the more stringent
shall govern. Advise Architect immediately regarding any glass
type or thicknesses which are specified but which are contrary
to governing codes.
F. DELIVERY, STORAGE AND HANDLING:
1. Protect glass and glazing materials during delivery, storage and
handling to comply with manufacturer's directions and as
required to prevent edge damage to glass and damage to glass and
glazing materials from effects of moisture including
condensation, temperature changes, direct exposure to sun and
other causes.
GLASS AND GLAZING
08800 -4
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PART 2 - PRODUCTS
SOUTHCENTER FOOD COURT VESTIBULE
A. GLASS PRODUCTS:
1. Tempered Glass: Minimum 1/4" clear plate FS DD-G 451 Type I.
2. Slopped Glazing: 9/16" laminated glass comprised of (2) lites
of 1/4" clear heat strengthened glass with A.06011 clear PVB
interlayer.
B. GLAZING MATERIALS:
1. General: Contract the glazing work only to a firm experienced
in the application of the types of materials required and
employing skilled tradesmen for the work. All glazing to match
with existing Food Court glazing.
C. GLAZING GASKETS:
1. Structural Rubber Glazing Gaskets: Neoprene extrusions
fabricated into frames with molded corner units and zipper lock
strips; comply with ASTM C 542.
2. Molded Neoprene Glazing Gaskets: Molded or extruded neoprene
gaskets of the profile and hardness required for watertight
construction; comply with ASTM D 2000 designation 2BC 415 to 3BC
620, black.
3. Hardness specified is intended to indicate the general range
necessary for overall performance. Consult the manufacturer's
technical representative to determine the actual hardness
recommended for the conditions of installation and use.
Architect will furnish information concerning anticipated glass
movement related to actual glazing channel width and
installation temperature, upon request.. Except as otherwise
indicated or recommended, provide glazing materials within the
following ranges of hardness (Shore A, fully cured, at 75 F.):
a. 15 to 35 for elastomeric compounds and tapes used with
rigid stops and frames for large glass sizes (in excess of
100 united inches). Provide material sufficiently hard to
withstand exposure to abrasion or vandalism.
b. 25 to 50 for rubber -like curing compounds used with rigid
stops and frames for medium and small glass sizes (less
than 100 united inches). Provide materials sufficiently
hard to withstand impact of moving sash and doors.
GLASS AND GLAZING
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SOUTHCENTER FOOD COURT VESTIBULE
c. 35 to 60 for molded gaskets used with rigid stops and
frames, depending upon strength needed for application or
insertion of units.
d. 75 to 80 for structural gaskets (not supported by stops).
e. Non- Elastomeric Compounds: (Shore A not applicable) 2 to
12 mm penetration for 5.0 seconds of penetrometer needle on
nominally cured compound (ASTM D 2451).
f. Compatibility: Before purchase of the specified glazing
materials, investigate compatibility with the channel
surfaces, joint fillers and other materials in the glazing
channel. Provide only materials (manufacturer's
recommended variation of the specified materials) which are
known to be fully compatible with the actual installation
condition, as shown by manufacturer's published data or
certification.
g. Submit statement from sealant manufacturer indicating that
glass and glazing materials have been tested for
compatibility and adhesion with glazing sealants and
interpreting test results relative to material performance,
including recommendations for primers and substrate
preparation needed to obtain adhesion.
D. MISCELLANEOUS GLAZING MATERIALS:
1. Cleaners, Primers and Sealers: Type recommended by sealant or
gasket manufacturer.
2. Setting Blocks: Neoprene or EPDM, 70 -90 durometer hardness,
with proven compatibility with sealants used.
3. Spacers: Neoprene or EPDM, 40 -50 durometer hardness with proven
compatibility with sealants used.
4. Compressible Filler (Rod): Closed -cell or waterproof- jacketed
rod stock of synthetic rubber or plastic foam, proven to be
compatible with sealants used, flexible and resilient, with 5 -10
psi compression strength for 25% deflection.
GLASS AND GLAZING
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PART 3 - EXECUTION
SOUTHCENTER FOOD COURT VESTIBULE
A. STANDARDS AND PERFORMANCE:
1. Watertight and airtight installation of each glass product is
required, except as otherwise shown. Each installation must
withstand normal temperature changes, wind loading, impact
loading (for operating sash and doors), without failure
including loss or breakage of glass, failure of sealants or
gaskets to remain watertight and airtight, deterioration of
glazing materials and other defects in the work.
2. Protect glass from edge damage during handling and installation,
and subsequent operation of glazed components of the work.
During installation, discard units with significant edge damage
or other imperfections.
3. Glazing channel dimensions as shown are intended to provide for
necessary bite on glass, minimum edge clearance, and adequate
sealant thicknesses, with reasonable tolerances. Adjust as
required by job conditions at time of installation.
4. Comply with combined recommendations and technical reports by
manufacturers of glass and glazing products as used in each
glazing channel, and with recommendations of Flat Glass
. -. Marketing Association "Glazing Manual," except where more
stringent requirements are indicated.
5. Install sloped glass units to comply with recommendation by
Sloped Glass Manufacturing Associations.
B. PREPARATION FOR GLAZING:
1. Clean glazing channel and other framing members to receive
glass, immediately before glazing. Remove coatings which are
not firmly bonded to substrate. Remove lacquer from metal
surfaces where elastomeric sealants are used.
2. Apply primer or sealant to joint surfaces where recommended by
sea n manufacturer.
C. GLAZING:
1. Install setting blocks of proper size in sill rabbet, located
1/4 of glass width from each corner. Set blocks in thin course
of heel -bead compound, if any.
GLASS AND GLAZING
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SOUTHCENTER FOOD COURT VESTIBULE
2. Provide spacers inside and out, of proper size and spacing, for
glass sizes larger than 50 united inches (length plus height),
except where gaskets or preshimmed tapes are used for glazing.
Provide 1/8" minimum bite of spacers on glass and use thickness
equal to sealant width, except with sealant tape use thickness
slightly less than final compressed thickness of tape.
3. Set units of glass in each series with uniformity of pattern,
draw, bow and similar characteristics.
4. Voids and Filler Rods: Prevent exudation of sealant or compound
by forming voids or installing filler rods in channel at heel of
jambs and head (do not leave voids in sill channels), except as
otherwise indicated and depending on light size, thickness and
type of glass and complying with manufacturer's recommendations.
5. Force sealants into channel to eliminate voids and to ensure
comp ete "wetting" or bond of sealant to glass and channel
surfaces.
6. Tool exposed surfaces of glazing liquids and compounds to
provide a substantial "wash" away from glass. Install
pressurized tapes and gaskets to protrude slightly out of
channel, so as to eliminate dirt and moisture pockets.
7. Clean and trim excess glazing materials from glass and stops or
frames promptly after installation, and eliminate stains and
discolorations.
8. Where wed •e- sha•ed .askets are driven into one side of channel
o pressurize sea ant or gas et on opposite side, provide
adequate anchorage to ensure that gasket will not "walk" out
when installation is subjected to movement. Anchor gasket to
stop with matching ribs, or by proven adhesives, including
embedment of gasket tail in cured heel bead.
9. Gasket Glazing: Miter cut and bond ends together at corners
where gaskets are used for channel glazing, so that gaskets will
not pull away from corners and result in voids or leaks in
glazing system.
10. Structural Gasket Glazing: Cut zipper strips slightly long, to
ensure tight closure. Lubricate zipper strip and use special
tool to install zipper. Do not lubricate glazing channel or
anchorage rabbet. Comply with details as shown and
manufacturer's instructions, including the possible use of
liquid sealants and weep holes.
GLASS AND GLAZING
08800 -8
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END OF SECTION 08800
SOUTHCENTER FOOD COURT VESTIBULE
D. CURE, PROTECTION AND CLEANING:
1. Protect interior glass from breakage immediately upon
installation, by use of crossed streamers attached to framing
and held away from glass. Do not apply markers to surfaces of
glass. Remove nonpermanent labels and clean surfaces. Cure
sealants for high early strength and durability.
2. Remove and replace vlass which is broken, chipped, cracked,
abraded or damaged in other ways during construction period,
including natural causes, accidents and vandalism.
3. Wash and polish glass on both faces not more than 4 days prior
to date scheduled for inspections intended to establish date of
substantial completion in each area of project. Comply with
glass product manufacturer's recommendations for final cleaning.
GLASS AND GLAZING
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SOUTHCENTER FOOD COURT VESTIBULE
DIVISION 8
SECTION 08410 - ALUMINUM ENTRANCES
PART 1 - GENERAL
A. RELATED DOCUMENTS:
1. Drawin s and eneral rovisions of Contract, including General
and Supp ementary Conditions and Division-1 Specification
sections, apply to work of this section. These provisions can
be obtained at the Mall office or at the office of the Architect
at 25425 Center Ridge Road, Westlake, Ohio 44145. Telephone
(216) 871-4800.
B. DESCRIPTION OF WORK:
1. The work to be performed under this section shall include all
labor, materials, tools, equipment and the execution of all
operations necessary to complete the extent of aluminum
entrances as shown on drawings and schedules.
2. Types of aluminum entrances required include the following:
a. Amaralite Model 75 wide stile as manufactured by Amarlite
Anaconda Ind.
3. Glazing: Refer to "Glass and Glazing" Section 08800 within
Division 8 for glazing requirements for aluminum entrances.
4. Aluminum Window Wall is specified in Section 08905.
C. QUALITY ASSURANCE:
1. Standards: Comply with applicable provisions of "Metal Curtain
Wall Window, Storefront, and Entrance Guide Specifications
Manual" by AAMA.
2. Manufacturer: Provide aluminum entrances produced by a single
firm with not less than 5 years of successful experience in
fabrication of work of types required for this project.
a. Provide aluminum entrances to match with the existing Food
Court entry doors by Rainier Glass Co., Inc. of Seattle, WA
and based on Arco Building Product of Atlanta, GA.
ALUMINUM ENTRANCES
08410 -1
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SOUTHCENTER FOOD COURT VESTIBULE
b. Installer: A firm with not less than 5 years of successful
experience in erection of work required for this section.
3. Sizes and Profiles: The required sizes for door and frame
units, and the profile requirements are shown on the drawings
and based on the fmanufacturer's specifications for the door are
as follows:
a. Doors: For opening size, see drawings and schedules.
1) Amarlite wide stile door, entrance door Model #75
with operating type "X" or approved equal. All doors
shall have tension rod, mortized and reinforced corner
construction.
2) Side stiles (5 "), top rail (5 ") and bottom rail
(6- 1/2 ").
3) Wall thickness of extruded sections, not less than
1/8" or (0.125 ") nominal.
4) Doors shall have extruded aluminum snap -in glass stops
with vinyl inserts of puttyless glazing. (See Glass
and Glazing, Section 08800).
b. Frames:. Shall be of extruded aluminum, tube type to match
existing Food Court entry door frames.
1) All moldin•s trim •lass toes and •lazin• s stems to
match wit existing Food Court entry doors.
c. Hardware: Swinging aluminum doors shall be provided with
all hardware required for proper operation and security.
Exposed hardware shall be finished to match the aluminum
finish in entrances. Each door shall have the following:
1) Two Pair Ball- Bearing Butts: 5" x 4 -1/2" made of 0.18
inches thick, finish to be stainless steel. Butts are
secured with a steel - reinforcing plate in the door and
frame.
2) Surface Mounted Overhead Closer: LCN Smoothee,
parallel arm 150 series 4114 Cush -N -Stop or 4114 -18
drop plate only when required, finished to match door
finish. (Closer mounted to top rail of door.)
ALUMINUM ENTRANCES
08410 -2
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SOUTHCENTER FOOD COURT VESTIBULE
3) Push Bar, type and style as provided by Amarlite;
standard push bar, C -17. Secure door pull to push bar
with through bolt application. Finish to be stainless
steel.
4) Door Pull, type and style as provided by Amarlite,
C -20- standard panic 10" pull, tubular stainless steel.
5) Manufacturer shall verify size and type of components
shown on the drawings and will comply with performance
specifications contained herein. Inadequacies shall
be brought to the attention of the Architect.
4. Aluminum Finishes:
a. Colored Finish: Clear anodized finish - AAM12C22A31 Class
11, Finish shall be .04 mil min. thickness.
5. Performance and Testing:
a. Thermal Movement: Fabricate exterior components from
manufacturer's stock systems which have been designed to
provide for expansion and contraction resulting from
ambient temperature range of 120 °F (49 °C).
b. Door Operation: Fabricate materials and components of door
units to withstand the anticipated traffic, with normal
maintenance of hardware and finishes, for the anticipated
life of the building (40 years) without structural or
operational failure.
c. Wind Loading: Fabricate exterior components from
manufacturer's stock systems which have been tested in
accordance with ASTM E 330 to withstand at least the
following loadings:
1) Loadings shall comply with all applicable building
codes, but in no instance be less than able to
withstand a uniform pressure of 30 p.s.f. inward and
20 p.s.f. outward.
d. Weather Resistance: Fabricate entrances from
manufacturer's stock systems which have been tested to
demonstrate permanent resistance to leakages as follows
with test pressure differential of 10% of design loading
(excluding operable door edges).
1) Air infiltration: Not more than 0.06 cfm per square
foot, tested in accordance with ASTM E 283.
ALUMINUM ENTRANCES
08410 -3
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PART 2 - PRODUCTS
SOUTHCENTER FOOD COURT VESTIBULE
e. Field Measurement: Wherever possible, take field
measurements prior to preparation of shop drawings and
fabrication, to ensure proper fitting of work. However,
proceed with fabrication and coordinate installation
tolerances as necessary when field measurements might delay
work.
D. SUBMITTALS:
1. Product Data: Submit manufacturer's specifications, standard
details, and installation recommendations for components of
aluminum entrances required for project, including data that
products have been tested and comply with performance
requirements.
2. Shop Drawings: Submit shop drawings for fabrication and
installation of aluminum entrances including elevations, detail
sections of typical composite members, anchorages,
reinforcement, expansion provisions, and glazing.
a. Shop Drawings must include the locations of cylinder locks
on door elevations, the attachment details of door closers
to door frames.
3. Sameles: Submit samples of each type and color of aluminum
finish, on 12" long sections of extrusions or formed shapes and
on 6" square sheets.
E. SPECIAL PROJECT WARRANTY:
1. Provide written warranty signed by Manufacturer, Installer, and
Contractor, agreeing to replace aluminum entrances which fail in
materials or workmanship within 3 years of acceptance. Failure
of materials or workmanship includes excessive leakage or air
infiltration, excessive deflections, faulty operation of
entrances deterioration of finish or construction in excess of
normal weathering, and defects in hardware, weatherstripping,
and other components of the work.
A. MATERIALS AND ACCESSORIES:
1. Aluminum Members: Alloy and temper recommended by manufacturer
for strength, corrosion resistance, and application of required
finish; ASTM B 221 for extrusions, ASTM B 209 for sheet /plate.
ALUMINUM ENTRANCES
08410 -4
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2. Fasteners: Aluminum, non - magnetic stainless steel, or other
materials warranted by manufacturer to be noncorrosive and
compatible with aluminum components.
a. Do not use exposed fasteners except where unavoidable for
application of hardware. Match finish of adjoining metal.
PART 3 - EXECUTION
SOUTHCENTER FOOD COURT VESTIBULE
A. INSTALLATION:
1. Comply with manufacturer's instructions and recommendations for
installation of aluminum entrances and storefronts.
2. Set units plumb, level, and true to line, without warp or rack
of framing members, doors, or panels. Anchor securely in place,
separating aluminum and other corrodible metal surfaces from
sources of corrosion or electrolytic action at points of contact
with other materials.
3. Drill and tap frames and doors and apply surface - mounted
hardware items, complying with hardware manufacturer's
instructions and template requirements. Use concealed fasteners
wherever possible.
4. Set sill members and other members in bed of compound, or with
joint fillers or gaskets to provide weathertight construction.
5. Refer to "Glass and Glazing" Section 08800 of Division 8 for
installation of glass and other panels shown to be glazed into
doors and framing, and not preglazed by manufacturer.
6. Sealant: Provide sealant between components of aluminum
entrances and surrounding materials.
B. ADJUST AND CLEAN:
1. Adjust operating hardware to function properly, without binding,
and to provide tight fit at contact points and weatherstripping.
2. Clean completed system, inside and out, promptly after erection
and installation of glass and sealants. Remove excess glazing
and sealant compounds, dirt, and other substances from aluminum
surfaces.
3. Remove protective coating when completion of construction
activities no longer requires its retention.
ALUMINUM ENTRANCES
08410 -5
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END OF SECTION 08410
SOUTHCENTER FOOD COURT VESTIBULE
4. Institute protective measures and other precautions required to
assure that aluminum entrances and storefronts will be without
damage or deterioration, other than normal weathering, at time
of acceptance.
5. After installation and acceptance, periodic cleaning to maintain
appearance of units is recommended, washing with mild soap and
water. No abrasive, caustic or acid cleaning agents shall be
used.
6. The Owner will receive operating instructions for all hardware
from the installer. Items should be serviced as necessary by
authorized mechanics to maintain guarantee.
ALUMINUM ENTRANCES.
08410 -6
11/28/89
SECTION 15320 - SPRINKLERS
PART 1 - GENERAL
SOUTHCENTER FOOD COURT
DIVISION 15
A. RELATED DOCUMENTS
1. Drawing and General Provisions of Contract, including General
and Supplemental Conditions, Division - 1 and Division -15
Specifications sections, apply to work of this section.
2. Section - 15010 Mechanical General Provisions section apply to
work of this section
B. DESCRIPTION OF WORK
1. Extent of automatic sprinkler system work is indicated on the
drawings, schedules, and as stated by the requirements of this
section.
2. Applications for automatic sprinkler system include, but are
not limited to the following:
a. Design, engineer, furnish and install all piping,
hangers, fittings, sprinkler heads and escutcheons, as
indicated, specified and as required for: Mall Common
Area, public toilets, public corridors, Food Court
Manager's office, storage areas, fire corridors,
equipment room, janitor closets, can washes, sprinkler
rooms, etc.
b. Modification of existing automatic sprinkler system in
miscellaneous areas wherever ceilings are modified, added
and /or removed entirely. Contractor shall raise, lower,
add and /or delete automatic sprinklers and associated
piping as required. Ties into existing piping shall be
at appropriate locations to maintain integrity of
existing piping system.
c. Furnish and install all piping for tenant area bulkmain
distribution systems, Mall bulkmain and distribution
systems, fire hose connections and all sprinkler rooms.
d. A separate Add Alternate for a temporary Sprinkler System
in each tenant unit. Design, Engineer, furnish and
install all piping, hangers, fittings and sprinkler heads
as specified, shown on the Contract Drawings and as
required for a Unit by Unit temporary sprinkler system
SPRINKLERS
15320 -1
6 -10 -88
SOUTHCENTER FOOD COURT
for Tenant areas. Design shall conform to the
requirements indicated on Contract Documents.
3. Temporary Fire Protection, standpipes, fire department
connections, etc. shall be furnished and installed as part of
this section and shall be as required by NFPA and local
authorities having jurisdiction during construction and phasing
of the project. Furnish and install all labor, material,
connections, hose connections, etc. as required. Remove same
from site when so permitted and directed.
C. QUALITY ASSURANCE
1. Code Compliance: All equipment and the installation of the
fire protection systems shall conform to the following
applicable Codes, Standards and Regulations:
2. Contractor shall have a minimum of 8 years experience in
sprinkler work and shall have successfully completed a minimum
of 3 projects of similar scope within the last 5 years.
D. SUBMITTALS
a. National Fire Protection Association (NFPA)
b. Local and state authorities having jurisdiction including
but not limited to Building Officials and Fire
Departments.
c. Underwriters Laboratories, Inc. Fire Protection Equipment
Directory (U.L.)
d. Factory Mutual Engineering (F.M.)
e. The Owner's Insurance Company
1. The contractor shall prepare and submit to the Architect and
Engineer promptly all shop drawings, diagrams, of all equipment
piping drawings, etc. All Contractor prepared shop drawings
shall be to scale.
2. Shop drawings, as prepared by the Contractor, showing locations
and measurements from columns of all bulk mains, the
connections, dimensioned head layout drawing; concealed and
exposed piping (with hanger locations) are required prior to
installation and shall be approved by the Owner's fire and
casualty insurer, Factory Mutual, Engineer, local Fire
Department, State and Local Building officials. These working
plans shall be furnished to Architect /Engineer and to other
trades as required. Co- ordinate and cooperate with the
Architect during the working plan development to minimize
conflicts of all trades. Confirmation of other trades'
equipment shall be verified in the field prior to fabrication.
SPRINKLERS
15320 -2
6 -10 -88
PART 2 - PRODUCTS
A. PIPE
1. Overhead Pipe
SOUTHCENTER FOOD COURT
3. As a separate submittal, Contractor shall prepare and submit
dimensioned head layouts of all public areas. No piping shall
be indicated on these plans. Scale of plans shall be a minimum
of 1/8" = 1' -0 ".
4. In addition to that noted here -in see Section 15010 for
additional requirements including co- ordination drawings.
a. Overhead pipe used shall be black steel and must comply
with N.F.P.A. 13 and specifications of the American
Society for Testing and Materials, ASTM Al20 -1980 for
black pipe, and hot dipped, zinc coated, galvanized
welded and seamless steel pipe for ordinary uses.
Dimensions for all overhead pipe must be in accordance
with the American Standard for wrought steel and wrought
iron pipe ANSI No. B36.10 -1979 for pressure up to 300
psi. Schedule 40 pipe is considered "standard wall"
pipe. Schedule 30 pipe is acceptable in sized 8" and
larger.
b. Overhead pipe of the Welded and Seamless Type specified
in ASTM A53 -1980 used in welded systems shall have a
minimum pipe wall thickness in accordance with Schedule
10 for pressures up to 300 psi in sizes up to 5 inch,
0.134 for 6 inch and 0.188 for 8 inch pipe. Pipe ends
shall be roll grooved in accordance with the latest NFPA
13. Pipe shall be manufactured by a recognized and
approved American pipe manufacturer.
2. Fittings:
a. Pipe coupling and changes of direction, unless otherwise
noted, shall be accomplished by the use of methods and
fittings suitable for use in sprinkler systems as defined
in the latest NFPA 13 and as approved by Factory Mutual
and listed by U.L.
B. VALVES AND MISCELLANEOUS EQUIPMENT
1. All cheek valves, O.S. & Y. gate valves, butterfly valves,
alarm valves, drain valves, gauges, backflow preventor
assemblies, ball valves, miscellaneous valves and fittings,
alarm bells and all other equipment, accessories and
SPRINKLERS
15320 -3
6 -10 -88
D. SPRINKLER HEADS
SOUTHCENTER FOOD COURT
miscellaneous related items shall: be per local Utility
Company standards, be approved by respective code authorities,
be Factory Mutual approved and be listed by Underwriter
Laboratory. Manufacturer shall be Central, Viking, Grinnell,
Automatic or other Engineer approved. Submit all the above to
the Architect and Engineer for approval.
C. SPRINKLER FLOW SWITCH AND VALVE TAMPER SWITCHES
1. All flow switches and valve tamper switches shall be Factory
Mutual approved and U.T. listed. Switches shall have a minimum
of two (2) normally open (N.O.) set of contacts rated for 120
volts, 5 amps. Flow switches shall have an adjustable time
delay to 90 seconds with an automatic reset.
1. All heads shall be U.L. listed and F.M. approved for ordinary
hazard application. Head ratings shall be 165 ° F, 212 ° F or
286 ° F as required by F.M. and local authorities having
jurisdiction. Contractor shall verify with above authorities
and F.M. and submit confirming documentations for the correct
rating. Unless otherwise noted, contractor shall provide
factory painted or he shall field spray paint all escutcheons
(See Division 9). Color shall match Architectural surface on
which they are installed. Obtain color and manufacturer of
paint from Architect.
2. Sprinkler heads for various ceiling types shall be as follows:
a. SH -1 - Drywall Ceilings - Central Model "A" "Royal Flush"
concealed automatic sprinkler with 1/2" orifice and
factory painted flat white ceiling plate.
b. SH -2 - Lay -in Ceilings - Central Model "H" 1/2" orifice,
recessed, polished chrome pendant sprinkler head with
matching escutcheon. Escutcheon shall be field painted
to match the surface prior to installation.
c. SH -3 - Heads in Skylight - Central Mode]. "A" polished
chrome pendant sprinkler head without escutcheon.
d. SH -4 - Upright heads shall be of Nationally recognized
manufacturer and shall be brass.
SPRINKLERS
15320 -4
6 -10 -88
SOUTHCENTER FOOD COURT
E. FIRE HOSE VALVE AND EXTINGUISHER CABINET, VALVES AND ACCESSORIES
1. General
a. The hose cabinets and all internal components shall be as
manufactured by Allenco /J.W. Moon which is a W.D. Allen
Manufacturing Division.
b. All hose valve and accessory threads shall be National
Standard Thread (NH), Higbee cut.
2. Cabinet
a. Allenco No. 192A Custom Recessed Hose Cabinet with 20
gauge steel tub and door and 16 gauge steel trim. Door
style to be "B" with break glass panel to open door from
inside or outside with key. Trim style to be style "L ".
Cabinet shall be baked white enamel inside with a white
prime coat outside. Cabinet shall be such that a 1 -1/2"
hose rack unit, 2 -1/2" hose valve and extinguisher are all
mounted within a single enclosure.
3. 1 -1/2" Hose Rack Units
a. 1 -1/2" Angle Valve
1)
b. Hose Rack
1) Allenco No. 142U, 1 -1/2" x 1 -1/2" pin type, 16 gauge
steel hose rack with standard finish and trim.
c. Rack Nipple
1) Allenco No. 5358, 1 -1/2" cast brass rack nipple.
d. Hose Coupling
1) Allenco No. 263 -P, 1 -1/2" pin lug rack hose
coupling.
e. Hose
1)
Allenco No. 171U, 1 -1/2" Male Female U.L. listed
angle valve with standard finish and trim. Install
in cabinet with a No. 71205, 1 -1/2" steel escutcheon
plate finished in white enamel.
Allenco No. 1117, 75 foot Moonflex Fire Hose with a
100% synthetic jacket with extruded polyester
lining.
SPRINKLERS
15320 -5
6 -10 -88
SOUTHCENTER FOOD COURT
f. Hose Nozzle
1) Allenco No. 8104B 1 -1/2" U.L. listed compact fog
nozzle in a satin brass finish and bumper.
4. 2 -1/2" Hose Valve & Accessories
a. 2 -1/2" Angle Valve
G. SUPPORTS
b. Reducer
a. Cap
1) Allenco No. 662 -P, 1 -1/2" polished cast brass pin
lug cap with brass chain.
5. Fire Extinguisher
a. Allenco No. 7140 -20, 20 lb. ABC Dry Chemical Fire
Extinguisher.
F. FIRE EXTINGUISHER CABINET
1) Allenco'No. 171U, 2 -1/2" Male Female U.L. listed
angle valve with standard finish and trim. Install
in cabinet with a No. 7120S, 2 -1/2" steel escutcheon
plate finished in white enamel.
1) Allenco No. 369 -P, 2 -1/2" x 1 -1/2" pin lug female
male cast brass reducer.
1. Where noted on the contract documents, Contractor shall furnish
and install a Allenco No. 285A Custom Extinguisher Cabinet with
steel door, tub and trim. Door style to be "B" with break
glass panel to open door from inside or outside with key. Trim
to be style "L ". Cabinet to be furnished with extinguisher as
specified above.
1. Supports required in conjunction with sprinkler piping shall
be as specified herein and in Section 15010.
2. All horizontal runs of four (4) inch and larger shall be
installed on adjustable clevis hangers, Grinnell, Fig. 260.
3. All horizontal runs of pipe under four (4) inches may be
installed on adjustable ring hangers Grinnell, Fig. 269 with
galvanized finish. At contractor's option, he may substitute
adjustable clevis hangers as specified above.
SPRINKLERS
15320 -6
6 -10 -88
PART 3 - EXECUTION
A. GENERAL
SOUTHCENTER FOOD COURT
1. The General Contract drawings shall be used for all building
dimensions, structural materials, etc., and for all pertinent
details. Wherever discrepancies exist or where any question
arises in regard to the meaning of the drawings, the Architect
and Engineer shall be consulted and their interpretation shall
be followed at no additional cost to the Owner.
2. Portions of the Mall shall remain open and operational during
the construction period. This contractor shall provide all
required safe guards as required by the General Contractor,
Owner, Architect and Mall Manager to permit a safe and
operational environment during the construction period.
3. This Contractor shall furnish all labor and material required
to temporarily maintain all existing and new (underground and
above ground) domestic water and sprinkler service to all
areas. Coordinate all required work with the Site Contractor
and General Contractor to prevent any disruption of service.
4. Cost of draining and refilling the sprinkler systems shall be
borne by this Contractor and shall be accomplished when the
system has to be drained as a request from the Owner or
Architect in order to facilitate the completion of any Mall,
public corridor, etc., systems until final acceptance of the
sprinkler systems.
5. The owner, solely at their own discretion, will determine which
tenant spaces will remain unoccupied after initial leasing and
therefore require temporary sprinkler systems. Temporary
system design shall conform to the intent of that indicated on
the Contract Drawings.
B. OPENINGS, CUTTING AND PATCHING
1. Instruct the masonry contractor as to the size and position of
all wall chases, openings for sleeves that are required to
install equipment and piping. If this instruction is not
given, this Contractor shall have to cut the wall chases,
openings, etc., at his own expense and in case of careless or
incompetent work, the right is reserved to have the cutting and
patching done by others and the cost of same charged to the
Sprinkler Contractor.
2. After all other conditions have been explored, any holes
required for passage of pipes through steel shall be cut and
reinforced by this Contractor under the supervision of the
SPRINKLERS
15320 -7
6 -10 -88
3. Cutting and patching shall be avoided as far as possible by the
furnishing and insertion of sleeves and thimbles in the slabs,
beams, walls,etc., as they are installed in a method as
previously specified. Where cutting cannot be avoided, it
shall be done carefully so as not to injure any part of the
structure.
C. REVISION OF EXISTING SYSTEM
D. DESIGN CRITERIA
General Contractor, Construction Manager and Architect at this
Contractor's cost. Location, size and re- inforcing shall be as
required by the Structural Engineer.
1. This contractor shall perform all required demolition and
revisions to the existing sprinkler system in the existing
Mall. Contractor shall submit with this design the actual "as
built" existing system for all areas requiring modification.
Contractor shall field verify the existing conditions prior to
bidding of project and include as part of the scope of work all
required demolition and renovation. Additional costs to the
Owner for any omissions shall not be accepted by the Owner for
non - inclusion of this scope of work.
1. All systems and their associated piping shall be designed and
installed per the ordinary hazard pipe schedule guide of NFPA
13 to meet the following design criteria with final approval
from the Engineer and previously mentioned authorities and
agencies:
AREA
Mall
Storage Areas,
Maintenance,
Cleanup Rooms etc.
Fire Corridors
Manager's office,
public corridors &
public toilets
SOUTHCENTER FOOD COURT
Unoccupied Tenant Areas
MAXIMUM
OCCUPANCY SQUARE FOOT PER
CLASSIFICATION SPRINKLER HEAD
SPRINKLERS
15320 -8
Ordinary Hazard 130
Ordinary Hazard 100
Ordinary Hazard 130
Ordinary Hazard 130
Light Hazard 225.
6-10-88
E. INSTALLATION
1. Piping
2. Flow Switches
3. Sprinkler Heads
a.
SOUTHCENTER FOOD COURT
a. Above Ground Piping
1) All sprinkler pipe shall be so installed so that
the system can be drained in the sprinkler rooms or
other areas approved. by the Engineer in a method
approved by the Engineer. Except as noted, bulk
mains shall be run level to prevent interferences
with other equipment unless otherwise prohibited
due to an existing interference.
2) Piping for sprinklers in all areas shall be
concealed except where ceilings are not being
installed. All piping in all "low head" room
conditions shall be installed above the bottom
chord of the bar joists.
3) In the sprinkler rooms, each riser shall have a
riser shut -off (isolation) valve.
4) All drains from system in the sprinkler room shall
be connected together and piped to the approved
drain in a manner and location approved by the
Engineer.
a. This contractor shall furnish and install approved flow
switches for the following.
1) Section 15970 Contractor
b. As part of this Contractor's scope of work, this
Contractor shall install, but not furnish, one flow switch
for the Central Station Contractor.
Install heads accurately aligned and symetrical with
respect to themselves, built -in lighting and sound
fixtures, ceiling suspension system, and any and all
other built -in devices in the ceiling. The use of "U"
bends is suggested to accomplish this. The contract
documents indicate approximate location of sprinkler
heads. The Engineer and Architect may alter locations to
obtain symmetry at no additional cost. Contractors shop
drawing shall dimensionally locate all the heads with
respect to the ceiling patterns and equipment. Final
SPRINKLERS
15320 -9
6 -10 -88
c.
a.
locations shall be approved by the Engineer and
Architect.
NOTE:
SOUTHCENTER FOOD COURT
Ceiling elevations will not be altered to
accommodate any part of the sprinkler
system.
b. Center heads in 2' x 2' ceilings unless otherwise noted
here -in.
In 2' x 4' ceilings locate in center of the 2' - 0" tile
dimension and either 1' - 0" or 2' - 0" away from the
support or as indicated on drawings.
d. Where scored architectural tile or where special ceiling
tile are being used, sprinkler heads shall be centered on
the flat portion of the ceiling tile pattern.
e. Field verify and adjust head locations to achieve the
specified location.
f. Confer with all other trades and co- ordinate this work so
that there is no conflict between the location of the
sprinkler heads and all electrical fixtures and /or
devices, ceiling tile supports, conduit, high walls, HVAC
Devices, etc. If conditions occur where sprinkler
location is in the way of some other equipment or system,
the Architect and Engineer shall be consulted before the
installation of any work. The location of the sprinkler
heads, piping and /or equipment may be altered to avoid
conflict without additional cost to the Owner.
g. Install necessary sprinkler guards, in areas where
sprinklers are subject to mechanical injury, and for all
heads 7' -0" or less from finished floor.
h. Two (2) sprinkler head cabinets, each with twelve (12)
sprinkler heads and sprinkler wrench for emergency use,
shall be installed in each sprinkler room. Equal ratio
of heads shall be of the various types installed for the
project.
4. Fire Hose Valve Cabinets
Furnish and install the quantity of 2 -1/2" pipe drops (or
risers) as indicated or as required by the contract
drawings for the installation of the fire hose, valve and
extinguisher cabinets. Each cabinet shall consist of;
2 -1/2" hose valve, reducer and chain held cap 1 -1/2" Hose
Rack Unit with all required accessories and fire
SPRINKLERS
15320 -10
6 -10 -88
SOUTHCENTER FOOD COURT
extinguisher. Installation of 1 -1/2" Hose Rack Unit,
2 -1/2" hose valve with accessories and fire extinguisher
shall be per the manufacturer's and Engineer's
requirements. Locations and quantities shall be as
indicated on the Architectural and /or Mechanical
Drawings.
b. Exact location of the valves, etc., to be co- ordinated
with Architect prior to installation. The 2 -1/2" valve
outlet shall be horizontal with a minimum of 1" clearance
around valve.
c. The 2 -1/2" pipe drop (risers) supplying the fire hose
valves shall be substantially secured in a minimum of two
places, on wall structure or in the wall structure.
Furnish and install required structural bracing as
required.
5 Fire Extinguisher Cabinets
a. Furnish and install extinguisher cabinets and
extinguishers per the manufacturer's and Engineer's
requirements. Locations and quantities shall be as
indicated-on the Architectural and /or Mechanical
Drawings.
6. Hangers and Supports
a. Furnish and install necessary hangers and miscellaneous
steel for supporting the sprinkler piping as per the
requirement of NFPA, Section 15010, and the Engineer's
requirements. The most stringent requirement shall be
utilized.
G. DRAINS, INSPECTOR TEST AND FLUSHING CONNECTIONS
1. This Contractor shall provide all the necessary and /or required
drains, inspector test and flushing connections in a method and
location approved and required by the Engineer and all other
previously specified authorities and agencies having authority
and /or jurisdiction. All drains and inspector tests shall be
installed to floor drains and /or hub drains in sprinkler rooms
where possible, or other locations shown on the Drawings or
approved in writing by the Engineer. Method of discharge to
drain shall be as required by Engineer to prevent splashing and
to prevent a hazard. See detail on drawings for typical
arrangement.
SPRINKLERS
15320 -11
6 -10 -88
SOUTHCENTER FOOD COURT
2. Required inspectors test not indicated shall be furnished and
installed as required in conformance to that noted above and as
required by the Engineer.
3. Size of inspectors test lines shall be hydraulically calculated
if the location of drain is such to require same. Submit
calculations.
H. IDENTIFICATION
1. Install printed valve tags on all valves in the system and
furnish a corresponding valve chart and area system map in a
glass frame. Install maps in each sprinkler room and in
Security room . System valve and system numbers shall
correspond and shall be indicated on the as -built drawings.
Submit map and valve list to Architect and Engineer for
approval.
2. Contractor shall label all risers with a minimum of 3"
stenciled letters. Riser identification (number, letter, etc.)
shall be coordinated with the Central Station, and Section
15970 Contractors, the Engineer and Local Fire Department.
3. Install printed -signs with brass chains at all valves,
inspector's test valves, drain valves, shut -off valves and at
all other locations as required by local Fire Department,
Engineer, and /or Owner's fire and casualty insurer. Install
same in such a manner signs cannot be removed without breaking
chain. On remote valves utilize etched plastic signage secured
to wall.
I. RISER SECURITY
1. Install steel chains (3/16 ", Proof Coil, System 3) and keyed
alike locks (Master 1 -1/2" Case, 4 -Pin Tumbler, 9/32 Shackle)
on all sprinkler valves to lock the valves open. Turn all keys
(minimum of 12 sets) over to Owner's representative, prior to
acceptance. Obtain and submit with manuals a signed receipt
for all keys.
J. CLEANING, TESTING & FLUSHING
1. All piping and equipment in sprinkler room shall be scrubbed
and cleaned by this Contractor.
2. Inside Sprinkler Piping
a. The inside piping shall be tested at a pressure of 200
pounds hydrostatic for two (2) hours per NFPA 13 and all
leaks shall be repaired until tight and the system
SPRINKLERS
15320 -12
6 -10 -88
END OF SECTION 15320
SOUTHCENTER FOOD COURT
retested. Each test shall be witnessed by the Owner's
representative and a written certification of the
successful testing shall be submitted to the Engineer as
part of the required manual prior to final acceptance.
This Contractor shall perform all other tests upon the
systems as required by all previously specified
authorities and agencies having authority and /or
jurisdiction.
b. All interior sprinkler piping shall be flushed in
accordance with NFPA 13 and 13A.
SPRINKI.,ERS
15320 -13
6 -10 -88
PROJECT: 4 co (", ltd. (/ ()2 f ,4 •`v 4.Q
PERMIT NO. c (..
SITE ADDRESS: ? 9 ' „ C r - r , /(4' ,, //
DATE CALLED:
TYPE OF INSPECTION:
DATE WANTED: e ..
-2
P/ c
/`
, ---
REQUESTER:
SPECIAL INSTRUCTIONS:
_
PHONE NO.:
INSPECTION RESULTS /COMMENTSrII �(,,
.
z.;
DATE:
--c
INSP ECTOR: _ ,„„_Q - 1 n ��
CITY OF TUKWILA
Dept. of Community Development - Building Division
Phone: (206) 431 -3670
AdlibabilimlW INSPECTION RECORD
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188-7661
(206) 575-4404
I
Project Name
Address Suite #
7 Retain current inspection schedule
Needs shift inspection
Approved without correction notice
I Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
, = ,
TURWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Authorized Signature Date
Gary L. VanDusen, Mayor
Control No.
Permit No.
FINALAPP.FRM T.F.D. Form F.P. 85
Plan Check #90 -099; Southcenter Mall Vestibule
896 Southcenter Mall
1.
L .
THE FOLLOWING COMMENTS APPLY T A.����ff,,N�� ECOME PART OF THE APPROVED PLANS UNDER
TUKWILA BUILDING PERMIT NUMBER _ � ,Q LQ
No changes will be made to the plans unless approved by the
Architect and the Tukwila Building Division.
Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will be
inspected by that agency (872 - 6363).
3. All permits, inspection records, and approved plans shall be
posted at the job site prior to the start of any construction.
4. As specified on General Notes "Note C" sheet A -1; Entrance door
and window frame manufacturer to provide structural reinforcing
beyond what is shown if required_ and as designed by Washington
State Licensed Structural Engineer and submit stamped shop
drawing. This should be made available to the building inspector .
before construction.
5. Any exposed insulations backing material to have Flame Spread
Rating of 25 or less, and material shall bear identification
showing the fire performance rating thereof.
6. All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1988 Edition), Uniform
Mechanical Code (1988 Edition), Washignton State Energy Code (1989
Edition), and Washington State Regulations for Barrier Free
Facility (1989 Edition),
7. Fire retardant treated wood shall have a flame spread of not over
25. All materials shall bear identification showing the fire
performance rating thereof. Such identification shall be issued
by an approved agency having a service for inspection at the
factory.
B. Validity of Permit. The issuance of a permit or approval of
plans, specifications and computations shall not be construed to
be a permit for , or an approval of, any violation of any of the
provisions of this code or of any other ordinance of the
jurisdiction. No permit presuming to give authority or violate or
cancel the provisions of this code shall be valid.
7
REQUIRED INSPECTIONS
PHONE
DATE
APPROVED
INSPECT.
INITIALS
DATES)
CORRECTION NOTICE ISSUED
1 Footings
433 -1849
2 Foundation
433 -1849
3 Slab and/or Slab Insulation
433 -1849
4 Shear Wall Nailing
433 -1849
5 Roof Sheathing Nailing
433 -1849
6 Masonry Chimney
433 -1849
X
7 Framing
433 -1849
8 Insulation
433 -1849
9 Suspended Ceiling
433 -1849
X
10 Wall Board Fastening
433 -1849
11
12
13
14 FIRE FINAL Insp:
575 -4404
15 PLANNING FINAL
433 -1849
16 PUBLIC WORKS FINAL
433 -0179
X
17 BUILDING FINAL
433 -1849
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
SITE ADDRESS:
896 Southcenter Mall
(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 undersiab insulation is required.
4. SHEARWALL NAILING - Prior to cover.
5. ROOF SHEATHING NAILING - Prior to cover.
6. MASONRY CHIMNEY - Approximately midpoint.
7. FRAMING - Atter 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:
BUILD;1G PERMIT
INSPECTION REGARD
(Post with Building Permit in conspicuous place
SUITE NO.:
BUILDING LO O PERMIT NO. (
DATE ISSUED:
5.. 1-4-93
PROJECT:
Southcenter Mall Vestibule
CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE
Plumbing (including gas piping) — King County Health Department — 296 -4732
Electrical — Washington State Department of Labor and Industries — 872 -6363
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 433 -1849. Although not
required, a meeting of this type can often eliminate problems, delays and misunderstandings as the
project progresses.
04120/60
'Xe
REQUIRED INSPECTIONS
1 Footings
2 Foundation
3 Slab and/or Slab Insulation
4 Shear Wall Nailing
5 Root Sheathing Nailing
6 Masonry Chimney
7 Framing
8 Insulation
9 Suspended Ceiling
X
10 Wall Board Fastening
11
12
13
X
14 FIRE FINAL lnsp:
15 PLANNING FINAL
16 PUBLIC WORKS FINAL
X
17 BUILDING FINAL
PLAN CHECK
NUMBER
9 o-- pact
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PROJECT: S - Cev 4`er (NA u. bu(e
THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER
TUKWILA BUILDING PERMIT NUMBER
0
0
0
0
0
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Il�sl No changes will be made to the plans unless approved by the
���JJJ Architect and the Tukwila Building Division.
Plumbing permit shall be obtained through the King County Health
Department and plumbing will be inspected by that agency,
including all gas piping (296- 4732).
Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will be
inspected by that agency (072-6363).
All mechanical work shall be under separate permit through the
City of Tukwila.
A ll permits, inspection records, and approved plans shall be
posted at the job site prior to the start of any construction.
When special inspection is required either the owner, architect or
engineer shall notify the Tukwila Building Division of appointment
of the inspection agencies prior to the first building inspection.
Copies of all special inspection reports shall be submitted to the
Building Division in a timely manner. Reports shall contain
address, project name and permit number of the project being
inspected.
All structural concrete to be special inspected (Sec. 306, UDC),
All structural welding, to be done by W.A.D.O. certified welder and
special inspected (Sec. 306, UBC).
All high - strength bolting to be special inspected (See. 306, UDC).
Any new ceiling grid and light fixture installation is required to
meet lateral bracing requirements for Seismic Zone 3.
Partition walls attached to ceiling grid must be laterally braced
if over eight (01 feet in length.
Readily accessible access to roof mounted equipment Is required.
Engineereed truss drawings and calculations shall be on site and
available to the building inspector for inspection purposes.
Documents shall bear the seal and signature of a Washington State
Professional Engineer.
Any exposed insulations backing material to have Flame Spread
Rating of 27 or less, and material shall bear identification
showing the fire performance rating thereof.
Subgrade preparation including drainage, excavation, compaction,
and fill requirements shall conform strictly with recommendations
given in the soils report prior to final inspection (see attached
procedure.).
A statement from the roofing contractor verifying fire retardancy
of rook will be required prior to final inspection (see attached
procedure).
All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1989 Edition), Uniform
Mechanical Code (1900 Edition), Nashinnton State Energy Code (1909
Edition), and Washington Stae Regulations for Barrier Free
Facility (1909 Edition).
All food preparation establishments must have King County Health
Department sign -off prior to opening or doing any food processing.
Arrangements for final Health Department inspection should be made
by calling King County Health Department, 296 -4707, at least three
working days prior to desire inspection date. On work requiring
Health Oepartaent approval, it is the contractor's responsibility
have a set of plans approved by that agency on the job site.
Fire retardant treated wood shall have a flame spread of not over
25. All materials shall bear identification showing the 'fire
performance rating thereof. Such identification shall be issued
by an approved agency having a service for inspection at the
factory.
20 Notify the City of Tukwila Building Division prior to placing any
concrete. This procedure is in addition to any requirements for
special inspection.
All spray applied fireproofing as required by U.B.C. Standard No.
43 -8, shall be special inspected.
All wood to remain in placed concrete shall be treated wood.
All structural masonry shall be special inspected per U.B.C.
Section 306 (a) 7.
Validity of Permit. The issuance of a permit or approval of
plans, specifications and computations shall not be construed to
be a permit for , or an approval of, any violation of any of the
provisions of this code or of any other ordinance of the
jurisdiction. No permit presuming to give authority or violate or
cancel the provisions of this code shall be valid.
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
Control Number 90 -099
Dear sir:
1. Maintain fire extinguisher coverage throughout.
Gary L. VanDusen, Mayor
March 28, 1990
Re: Rainier Food Court (Vestibule) - 896 Southcenter Mall,
Tukwila, Wa.
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
2. Exit hardware and marking must meet the requirements
of Uniform Fire Code Sections 12.104 & 10.402(a).
Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort.
(UFC 12.104b)
Exit doors shall swing in the direction of exit travel
when serving an occupant load of 50 or more. (UBC
3304(b))
Panic hardware is required on all assembly area exit
doors (UFC 25.106)
3. Maintain sprinkler protection for all enclosed areas.
(NFPA 13, 4- 1.1,1) (UFC 10.302)
All sprinkler drawings shall be prepared by companies
licensed to perform this type of work. Drawings shall
first be approved by the Washington Survey & Rating
Bureau, Factory Mutual Engineering or Industrial Risk
Insurers, then by the Tukwila Fire Department. No
sprinkler work shall commence without approved
drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1)
(UFC 10.305)
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number
Gary L. VanDusen, Mayor
Sheet SP -1 of submittal does not meet the requirements
of City Ordinance #1528 for plan submission or
approval. Our review and letter do not constitute
approval of sprinkler modifications.
4. All required occupancy separations, area separation
walls, and draft -stop partitions shall be maintained and
shall be properly repaired, restored or replaced when
damaged, altered, breached, penetrated, removed or
improperly installed. (UFC 10.401)
All interior wall covering materials shall be
fire- resistive or shall be treated to be
fire - resistive, so as to result in a flame- spread
rating as required by UFC Appendix VI -C tables 42A and
42B. A certificate of the flame spread rating is
required to be delivered to the Tukwila Fire
Department. (UBC 4204) (UFC 10.401)
All wall and ceiling materials constructed of wood,
shall be fire retardant treated. (UFC 10.401)
Yours truly,
The Tukwila Fire Prevention Bureau
cc: T.F.D. file
ncd
Plan Review
PROJECT
ADDRESS
DATE 3- 22-90
OCCUPANCY GROUP A (7-1- v es - i b v I
TYPE OF CONSTRUCTION kovr ( SpYivk I er ,
LOCATION ON PROPERTY
BUILDING HT. / NO. STORIES
FLOOR AREA
OCCUPANT LOAD
EXITING REQUIREMENTS, 1\IeLi 1'y\atc- -17) Ex I s cve
DETAILED REQUIREMENTS
OCCUPANCY
TYPE OF CONSTRUCTION
PLAN CHECK
NUMBER
90 - 0ccci
Soul M0M
PART V, CHAPTER 23, U.B.C.
CHAPTER 51 -10, W.A.C.
NOTES:
CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING DIVISION
prepared by: , 11 c V
Mr. D. Griffin
City of Tukwilla
Building Division
6200 South center Boulevard
Tukwilla, WA 98188
Dear Mr. Griffin:
BB /dmn
Enclosures
cc: C. Urbancic
K. Masters
JACOBS BROTHERS COMPANY
JACOBS BROTHERS CONSTRUCTION COMPANY OF OHIO
25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145.4122
216-871-4800
March 2.1990
RE: South center Mall
Tukwilla, WA
Attached you will find the following items in regards to the addition of
an entrance vestibule that we are proposing to construct at the existing
Southcenter Mall Food Court entrance:
1. Building Permit Application.
2. A check in the amount of $228 for the plan review fee.
3. Prints A -1 and SP -1 (two sets.)
4. Two sets of specifications.
I trust I have met the necessary requirements for your permit review. If
you should have any questions in regards to the above, please feel free to
contact the undersigned.
Sincerely,
JACOBS BROTHERS COMPANY
Butch Burbage
Project Manager
-- _ --- -'
1r1i\R 051990 4
c;Ir c ,, .._..,
3
..._... 3 _ ! =1 i _ . , t _ i i , D _...............
PROPERTY OWNER Southcenter Joint Venture
PHONE 216- 871 -4800
ADDRESS 25425 Center Ridge Road. Cleveland. OH
ZIP 44145
CONTRACTOR Rainier Glass Co.
PHONE 872-8697
ADDRESS 22225 76th Avenue South, Kent, WA
ZI P 98032
WA. ST. CONTRACTOR'S LICENSE #f RAINIG232R2.
EXP. DATE 10 -01 -90
ARCHITECT Center Ridge Design Services
PHONE 216 - 871 -4800
ADDRESS 25425 Center Ridge Road, Cleveland, OH
ZIP 44145
TYPE OF CONSTRUCTION: UBC EDITION (year)
SETBACKS: N - S - E -
W -
FIRE PROTECTION'
'®Sprinklers 0 Detectors 0 N/A
UTILITY PERMITS REQUIRED ? 0 Y es ® N o
(through
Public works)
ZONING: C _p BAR/LAND USE CONDITIONSOYes 0 N
t -q O
3 -06 -90
PLAN CHECK FEE
CONDITIONS (other than those noted on or attached to .ermit/plans):
BUILDING SURCHARGE
4.50
'SI&3
D• lilt)
ENERGY SURCHARGE
i DESCRIPTION
AMOUNT
RCPT N
DATE
BUILDING PERMIT FEE
350.00
0 023
6366
t -q O
3 -06 -90
PLAN CHECK FEE
228.00
BUILDING SURCHARGE
4.50
'SI&3
D• lilt)
ENERGY SURCHARGE
OTHER:
TOTAL -
58 2.5(l
APPROVED FOR BUILDING
ISSUANCE BY: , OFFICIAL
DAT E:4-5-7.0
to be true and correct. All provisions
herein or not. The granting of
of any other state or local laws
for and obtain this building permit.
I hereby certify that I have read and examined this permit and know the same
of law and ordinances governing this work will be complied with, whether specified
this permit does not presume to give authority to violate or cancel the provisions
regulating construction or the performance or work. I am authorized to sign
SIGNATURE. , 4 •
DATE: ` - C 2
PRINT NAME: - t/.19 ; , / ell_.‘
COMPANY: Sr< -. 0 y n l• i c.
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433-1849
BUILDING
PERMIT NO.
CD 0 Li Co
DATE ISSUED:
5 -Li-90
ClUILUII) 1 Ft1IM11
(POST WITH INSPEt. i ION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
FEES
PLAN CH
PROJECT INFORMATION
..-T SUI 0
•
896 Southcenter Mall
U ON - 40, 000.00
PROJECT NAME/TENANT
Southcenter Mall Vestibule ASSESSOR ACCOUNT# 262304- 9023 -03
TYPE OF Li New Building Addition Li Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other:
DESCRIBE WORK TO BE DONE:
Add sprinklered vestibule at existing food court entrance.
CODE. COMPLIANCE
USE -)
FLOOR 4
SQUARE
FEET
TOTAL
SQUARE
FUT _
/
occ.
LOAD
- SQUARE
FEET
0CC.
LOAD
SQUARE
FEET
/
occ.
LOAD
occ.
LOAD
SQUARE
FEET
occ.
LOAD
TOTAL
SQUARE FEET
TOTAL
OCC. LOAD
This permit shall become null and void if the work is not commenced within 180 days from the date of
issuance, or if the work is suspended or abandoned for a period 01 180 days from the last Inspection.
CERTIFICATE OF DATE ISSUED:
I OCCUPANCY NO.
07.
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ERAL SPRINKLER NOTES
1. / = SYMBOLIZES WHERE HANGER IS REQUIRED. WHERE NOT INDICATED
SEE THE STRUCTURAL DRAWINGS FOR TYPICAL LOCATION AND CONFORM TO
SAME.
2. CONTRACTOR TO ADJUST BULKMAIN AND HANGER LOCATION INDICATED TO
SUPPORT MAINS WITHIN 6" OF JOIST PANEL POINT OR GIRDER PANEL
POINT.
3. SPAN JOISTS WITH ANGLE OR UNISTRUT SECURED TO TWO JOISTS FOR
PIPING RUNNING PARALLEL TO JOISTS.
4, F.H.C. = FIRE HOSE, VALVE AND EXTINGUISHER CABINET - SEE
SPECIFICATIONS FOR MANUFACTURER.
: 5, INSPECTORS AND SPRINKLER DRAINS SHALL BE PIPED ONLY TO FLOOR
DRAINS, CAN WASHES OR JANITORS SINKS SHOWN ON SPRINKLER
DRAWINGS. ANY ADDITIONAL,DRAINS REQVARED SHALL BE APPROVED BY
THE ENGINEER PRIOR TO INSTALLATION.
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VIKING MODEL E- I
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FLOOR DRAIN FOR ALL
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5P
ROUTE AS REQUIRED.
0_ _ ..4:Y.L /7
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44 SC44I
SPRINKLER HEAD LEGEND
ID SPRINKLER HEAD #1 (SH-1)
• SPRINKLER HEAD #2 (SH-2)
SPRINKLER HEAD #3 (SH-3)
O SPRINKLER HEAD #4 (SH-4)
ri=
NOTE: • SEE SPECIFICATIONS FOR ACTUAL
SPRINKLER SPECIFICATIONS.
p---- .
S'�+ A- 1 C
-re Sy.si 6Y.
23, 2,4, 5 q
SigAc•A Ov•
4rciti4c+-
ber-or COKs4ruzi
Ar'Oogicizi-e 4 601141tA3 T pe4 r.
FLj'".CC-12-------
1 understand that the Plan Checl( approvals are
subject to errors and or.-il.v:.1..-.s and approval of
plans does not v.I3,.:3.r1 o f a ny
aclptA cod: or cf%:.sil;,Inc. 1:.•:„N;' ,..,i conractor's
copy of a2pov,4-; ..1w:-." acknov.iskJ7,)cd.
................... , ..... . .
Date ........ ..... .............................
NMI it NO, ..... . ... ...............
SEPARATE
PERMIT AND
APPROVAL
%BRED
hc V10
CAT (1\1
iNRT`,
77.4144/ 461/4 /
- AOW SANTOI (TYP)
see SPECS FYN QUANTITY
Ng" O. S. f 1 vic (rVs)
/;: coq 54 / ADA 7 (TY I?)
24
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RECEIVED
CITY oi: TuKtut
MAR 0 5 1990
PERMIT CENTER
ID
ID 155U E'
AIVEAPUIA I 2
ACOEP
14.41T01 ::L
A00-4 BOLLETIO
WOK! F gerRED
PC 32 REVISED A" SPRA.
10- 11 Bill. LE. 1 -0 *
APC. 8ACKGROLtlb
C2.F1ANC3E5 .
t3ULLET■14
WEV. BACKGRD. PER Vat !V.
4\
Gwc.: u1 f
.) BULL. .teriS
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hEApd 10146
REVISED:
DR '..VIND WAGER:
DAT:
d
Jc:i.some
:SATE;
- 43. -90
SP-I
.1■1.6.1•11
DRAWMEIY:.-
1 77..7ALE:
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