HomeMy WebLinkAboutPermit 3059 - Koll Business Center - Orkin Exterminating Co - Tenant ImprovementJob Address
903 Ir)dugtry Dr. Bldg. 27G
Tenant /Owner
Orkin Exterminating Co., Inc.
Date f Issuance
'S 8 „ -
Description of Work
Remodel
Legal Description At tached
g2(i1 U - / -gog7 <�
Property Owner
Koll Business Center
Address 2021 152nd N. .
Redmond, WA
Phone
575 -0765
Engineer /Architect
P.A. Dalon & Associates
Address
Greenville, South Carolina
Phone
Contractor
Pioneer Construction Co., Inc.
Address 4080 148th Ave. N.E.
Redmond, WA
Phone
881 -1997
Authorized Agent
Mark H. Nundinger
License No.
223- 01- PI- ON- EI -235QT
Value of Work
10,000
Fire Protection
O S•rinklers M a Detectors
Use Zone
C -M
Type of
Construction
App4:- Aeeepted -B,
Issued By: I •
INSPECTION RECORD - 433 -1845
Type
Insp.
Date
Notes
Setback
Date
Rec. !
lst F1.
Rebar
H -1
3
P.C.
Footing
3 -19
A ggilln'I7
6728
2Tn Fl.
Fdtn.
B -2
17
Bldg.
Slab
Frame
Demo.
Bond
Wall Bd.
Total
124.00
- Total
Tot. 1920
Tot. 20
Dept. Approvals
Req'd
Insp.
Date
Planning 'Div.
Health Dept.
Public Works Dept.
Plumbing
Metrical
U cupancy
Cert. of
Size of Unit or Building
Uses Sq.Ft.
Occ.
Occ. Load
Fees
Amt.
Date
Rec. !
lst F1.
M &S Stor. 238
H -1
3
P.C.
23.00
3 -19
A ggilln'I7
6728
2Tn Fl.
Office 1682
B -2
17
Bldg.
81.00
Demo.
Bond
Total
124.00
- Total
Tot. 1920
Tot. 20
CITY OF
ca ILDIN PERMIT TUKWILA
THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING
777777 Conditions
Approved for Iss .nce By
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED
FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
�1
Signa ure of ontractor or Authorized Agent
Date 1 7 1 -1 —cs
PERMIT NUMBER 3061
Control Number 85 -070
FINAL APPROVALS:
Fire Dept. Date Bldg. Official Date
THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED.
CPS No. 1
nob Address
90 industry Or. Add. 2/1
Type
Tenant /Owner
Orkin Exterminating Co., Inc.
Date of Issuance
_( // .,5',..
Description of Work
Remori, l
Setback
Legal Description
/ Attached
1st Fl
Property Owner
Koll ,Ail ine :a CE;iii. r
8f! -1
Address e0%1 1benU N.E.
Redmond, WA
Phone
675 -c)76b
Engineer /Architect
P„ 1,. 0 t1an .. Astjciati,.s
. '. iJ
Address
Grcenvi1le, South t: ;aro11 is
Phone
Contractor
Pionear .artstruct.ion Co -,
Inc.
Address 4'U 6U 146th AVE!. N . t.
Redmond, WA
Phone
381 - •1.:97
Authorized Agent
hark H. "iundinci::r
'Y -/
License No.
' "'.01- PI -`ON -LI- X35
Value of Work
t'' .G;
Fire Protection
V�,
_"�_
Use Zone
C -+l
Type of
Construction
Appl:-Accepted••,B,1
Issuc'ci .:;,/: ,:•;J,-
mil Sprinklers D Detectors
INSPECTION RECORD - 433 -1845
Type
Insp.
Date
Notes
Setback
Date
Rec. 0
1st Fl
Rebar
8f! -1
3
P.C.
Footing
. '. iJ
37t,
2nd F1.
Fdtn.
i;-2..
17
Bldg.
Slab
'Y -/
f;` /;/
1
Frame
V�,
/.1
Demo.
�.20
Wall Bd.
.Amor
Bond
,�i
_ /
..•
. - .-
/:,
Tot. 1 {a20
Tot. 'e0
5/S% 3
i24I.0U
Dept. Approvals
Req'd
Insp.
Date
Planning 'Div.
Health Dept.
Public Works Dept.
Plumbing
Electrical
ert. o ccupancy
Size of Unit or Building
Uses Sq.Ft.
Occ.
Occ. Load
Fees
Amt.
Date
Rec. 0
1st Fl
,�,
hi�',`.i S'; ;or. 2.T.;
8f! -1
3
P.C.
n.i
. '. iJ
37t,
2nd F1.
Offica lhU
i;-2..
17
Bldg.
;1.0(i
'Y -/
f;` /;/
Demo.
Bond
Total
Tot. 1 {a20
Tot. 'e0
Total
i24I.0U
Special Conditions
/O t/.J.N2 e: , A... %f rP .
".,,A
Approved for Issu'Bence By
THIS
CITY OF
ILDIN PERMIT TUKWILA
ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED
FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
Signature of Contractor or Authorized Agent'
Date
PERMIT NUMBER
Control Number 65-a0
ate
FINAL APPROVALS:
Fire Dept. Date
THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED.
CPS No. I
Bldg. Official
1
Permit #30E77)- 7
Tenant)rk 1'1
INSPECTION REQUEST( •
Permit # 30.5'? Date ` �3,/ , / /'5
Tenant ,9Alj); Time 7.'4/0 A,
Address: ' ?03 alt c r
Date Wanted: /►fia7/04-xlitsTi.
Contr. or Owner Q ✓, 04r,4447,
Type of Inspection `f ,
Taken By • /0
..e6lc-7 .
Req. By
t e
INSPECTION REQU ST
Contr. or Owner
Type of Inspection
Taken By
Req. B,
Date /XS
Address : 4 L 3L- /S . -(/v d 27
'
Date Wanted: 2�' a.m.
Contr. or Owner
Type of Inspection
11 ail )i41
Taken By
INSPE.CTION REQUES'
sRu ° °�Y.11t.5in+Y':.4K x.+KV.s. K/k' >I #....•:
Date /7''015
Time t5;
Address.: . (),.tb8 -.) 47i *9/93
�/ Date Wanted: 1 +� a.m.
Req. By la/yvb
IcA)
lo
Permit No. 30_5 Date 5 /3/AC Job Address -
CORRECTION NOTICE
The f. owing found to be in violation of Ordinance and shall be corrected.
CITY OF TUKWILA
Building Division
6200 Soulhcenter Blvd.
lukwila, WA 98188
433-1845
Building 0/(girrie2—„iciE0/1 actor
/t,3
• P
Permit # 30E9' Date ,5 -029
Tenant OJLL€/t) Time 4` c 6
Address: 90 VYtC r 64/ 2i
.Date Wanted: 5/it a.m.
Contr. or Owner
Type of Inspection
/ Req.
Taken By (�1�)--
INSPECTION REQUEST
•Perini t #:•.3
Tenant cv�
INSPECTION REQUEST
�...u.......d.�w....,.�.,.._..: , . w..._..._ ....._...._..,.r.«.KU�crisvLktr i........v: >i:
Date .2--
Address: 9D3 4-131 d) ,
Date Wanted: 7 2---
Contr. or Owner .
Type. of Inspection
Req. By
Taken By
CITY F TUKir ILA
Central Per tit System
k A ioriz r
ALA na .ure
Authorized Signature
r J
FINAL APPROVAL FORM
r \ - 0
'.0ontrRI No. 5 'e'
Permit \ `No. 3 Q5q
TO: ❑ Building
❑ Planning
❑ Public Works
Fire Dept.
❑ Police
❑ Parks/Recreation
r Project Name
Address
OgrefA
t70 . - 7:1,10 . 1,1 1 ski
Type of Permit(s) ek ,ticie 1
This project is nearing completion. Please investigate your aref responsibility and indicate
below either your final approval or necessary corrections.
If no response is received within one week, it will be assumed that the project is of no concern
to your department and a certificate of occupancy may be issued.
T project is NOT approved by this department; the following corrections are necessary:
r
Pry vi' "`, 7 w f / f' S s // O. l C /t� 74 7 6 di /3 0 9
1 .) e,)7 - — %r�'�✓P `. ��S
6
( )
(( ) 40 jean ie); / / c_ ■ C' d e' ;1 .•-) S ra. ---,
( ) 7,0711 ..714 ? (. , (`e ri < et-Y!
( ) '-'-)c); ,(l i --,, j',.‘ - - : -; "Sj;
( )
Date
1 This project is approved by this department:
Date
CPS Form 3 }
FOY 0!. JUKWILA
EN1'RAL PERMIT SYSTEM - ROUTING FORM
0: 0 BLDG. 0 PLNG . D P. W. FIRE 0 POLICE ci P. & R.
'
ROJECT fi ...,
a 7c46e, RECEIVED
MAR 1 g iUbb
RESPONSE REQUESTED BY Itilvitm5:::,..ftwvirtrifirrtasv
. PERMIT NUMBER
,DDRESS
)ATE TRANSMITTED 51M
:.P.S. STAFF COORDINATOR
RESPONSE RECEIVED
CONTROL NUMBER
ir 4a veiti/av-e- m LA.517 tilv.."t • UPC I o 4 4- 1 2.. /1 4 •
6r - 2)litle4 Akt ert fr----ceQ14:are..ove.1.13 Se.e. 4-7 nein —
'LEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS. IN THE
;PACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH
THAT CONCERN IS
r/k/ i UPC 5 fi 70-
0
0
0
0.
#00-
D,.R.C. REVIEW REQUESTED 0 PLAN CHECK DATE
:PLAN SUBMITTAL REQUESTED 0 COMMENTS PREPARED BY
PL AN APPROVED ' OL 110Q Ja
#9 , 11w il l oe , rr
.........
71
r
C.P.S. FORM 2
a
4.44,
City of Tukwila 1 Mayor anDusen
Fire Department Hubert H. Crawley
Fire Chief
December 27, 1984
Mr. Michael A. Hemphill
The Andover Company
Commercial Real Estate
2120 S.W. 43rd.
Renton, Washington 98055
Dear Mr. Hemphill:
Thank you for including the Fire Prevention Bureau on-the advance
planning of the remodel construction for Orkin. The following
information will assist you in the construction and storage'
requirements for their storage room:
(1) The room must be constructed so that run -off from fire-
fighting is contained within a 4" sill. (86.102)
(2) All flammables and combustible pesticides shall be stored
separately in accordance with Article 79. (86.102)
(3) Pesticides shall be stored in accordance with the manufact-
urer's recommendations and arranged according to compatibility.
(86.102)
(4) Storage is restricted to a first story room or area which
has direct access to the outside. (86.102)
(5) Pesticides in containers which could be damaged by moisture
or water shall be stored off the floor. (86.102)
SIGNS
(1) Pesticide storage buildings, rooms or storage areas shall
be identified by prominent and legible signs. (86.103)
(2) Each group of pesticide containers shall have labels. (86.103)
DISPLAY - The quantity of ptesticides in rooms or areas accessible to
the public shall be limited to that needed for display. (86.106) '
City of Tukwila Fire Department, 444 Andover Park East, Tukwila. Washington 98188 (206) 575.4404
Mr. Michael A. Hemphill
December 27, 1984
Page 2
PESTICIDES STORED AS COMPRESSED GASES
(1) Compressed gas pesticides shall be stored away from heat. (86.108)
,(2) All cylinders in service or storage shall be secured to prevent
their falling or being knocked over. (86.108)
(3) Whether empty or full, containers shall be tightly closed and
provided with a safety cap when not in use. (86.108)
(4) Pesticide containers shall be separated from other compressed gases
by pipe railing or other means. (86.108)
Storage requirements for flammable and combustible liquids in drums
or other, containers not exceeding 60 gallon individual capacity are
as follows:
(1) Storage of 10 -120 gallon Class Ior Class II requires storage
cabinet. (79.201)
(2) Storage over 120 gallon Class I or Class II requires an inside
storage room (79.201)
(3) For the purpose of these requirements, flammable aerosols and
unstable liquids shall be treated as a Class I -A liquid. (79.201)
In occupancies of an especially hazardous nature or where special
hazards exist in addition to the normal hazards of the occupancy,
,additional safeguards may be required. An automatic fire detection
system shall be installed in accordance with City Ordinance 111327.
(UFC 10.301)
A permit is required for the use, storage, handling or sale of flammable
or combustible liquids. An application is enclosed. (UFC 4.101)
A permit is required for the use, storage, handling or transportation of
hazardous chemicals. An application is enclosed. (UFC 4.101)
If you have any further questions or comments, please contact the Fire
Prevention Office at 575 -4404.
Sincerely,
Lavern Peterson
Fire Prevention Officer
LP :vma
Encl: 2
Proposed Tacoma Orkin Branch Facilities
Kolb Business Center Building 27G
I. GENERAL REQUIREMENTS:
SCOPE OF WORK
MEC
cry oF tg% ..;
MAR 19 1985
January 10, 1985 INUNtryi
N9p ; ; T��
tJtJ � 1 1 fp at
T �} � I V 1xJ J3 `I e i
NOT FO CNTIRUCTIO "
A. The General Contractor will verify all dimensions of existing
layout and will reflect any minor discrepancies in the bid.
Any significant deviations should be brought to the attention
of the Director of Real Estate.
B. The General Contractor will obtain and pay for all required
building permits, and meet all permits requirements, codes
and ordinances affecting construction.
C. There will be no authorized modifications to the plans and
specifications unless specifically approved by written change
order signed by the Rollins' Director of Real Estate. Any
problems will be referred to the Rollins' Director of Real'
Estate 404/888 -2288.
II. GENERAL:
A. The contractor may note some inconsistencies between plans,
Scope of Work, and Orkin Specification Manuals. As a general
rule, the Scope of Work will specify where the Orkin Spec-
ifications apply, and spell out where deviations from the
specifications book are authorized.
Applicable Sections:
1.1 General Conditions
1.2 Special Conditions
6.0 Carpentry
7.7 Insulation
D. The General Contractor will coordinate scheduling of all
telephone changes, prewiring, etc. as required in the renovation.
E. The General Contractor will provide daily cleanup and disposal
of construction debris. Storage of materials should be placed
to prevent disruption of business activity.
F. All newly installed finish materials and other construction
will be in accordance with the standard Orkin Specification
booklet. Finishes shall be made to match existing facilities.
%,
,
Page 2
Proposed Tacoma Orkin Branch Facilities
Kolb Business Center Building 27G
III. RECEPTION AREA:
A. Realign lighting as necessary.
8.3 Wood doors
8.5 Steel doors and frames for new doors)
9.2 Accoustical treatment
9.4 Gypsum Wallboard
9.5 Resilient flooring
9.6 Painting
9.9 Finish materials and colors
15 Electrical
B. Contractor shall realign electrical light fixtures to
properly conform to changes in room alignment. Each room/
and or corridor shall have appropriate independent light
control switches.
C. The plans spell out where electrical outlets are required.
If existing outlets are installed, no new requirement is
necessary.
D. Install 2" inch sound insulation batts on new restroom walls.
E. Install 6" fiber glass R -19 batts above all finished office
space ceiling tiles where not now installed.
F. Stub in telephone locations (junction boxes and conduits
only) at designated locations on the plans. Check plans for
location and coordinate with telephone company for installation.
G. All hardware and hardware products should match existing
hardware. Thumb lock hardware should be installed on ladies
room. The General Office, Manager and District Manager doors
require separate key locks. The M &S Storage Room, and the
new rear door require separate dead bolt type locking hardware.
H. Realign base board heaters to provide heat to each room,
including the rear work area. An overhead he is required
in the M &S Storage.
I. Existing shop 2 tube lights fixtures may be used in the M &S
Storage Room and Rear Work Area.
J. Fir up side walls in new finished areas, insulate, and cover
with sheet rock.
Page 3
Proposed Tacoma Orkin Branch Facilities
Kolb Business Center Building 27G
B. Retain existing carpeting.
C. Install message center as per Detail Sheet of Plans, to General
Office.
D. Install service sliding window and counter as per plans and
Detail Sheet.
E. Install two shelves and coat bar with closet and louvered
bi -fold doors as per plans.
F. Install vinyl wall covering as per Orkin Specification 9.9.
IV. REST ROOMS:
A. Construct second restroom as per plans.
B. Both restrooms to have wall covering as per Orkin Specification 9.9.
C. Floor covering in new restroom to be tile as per Orkin Spec-
ification 9.5.
D. Prefer handicap facilities be provided in existing facility.
If code doesn't permit then as per code.
E. New restroom door to have Door Closer as per Orkin Specification.
F. Restrooms to be provided paper and towel recepticles, mirrors
and soap recepticles. New restroom sink to have vanity.
V. GENERAL OFFICE, DISTRICT MANAGER AND BRANCH MANAGER'S OFFICES:
A. Using existing floor covering (carpet).
B. Install electrical outlets as per plans if not already installed.
C. Install copy /postal machines counter in General Office as per
plans and Detail Sheet.
D. Install built in laminated top counter /shelves/ and doors as
per plans in Manager and District Manager's offices.
E. Install vinyl wall covering as per Orkin Specification 9.9.
F. Install dedicated 30 amp computer circuit in General Office
as per plan.
Page 4
Proposed Tacoma Orkin Branch Facilities
Kolb Business Center Building 27G
VI. CORRIDOR
A. Use existing carpet in present finished area.
B. Install vinyl tile and cove base molding as per Orkin
Specification 9.5 to new rear steel door in new finished
area.
C. Install drop in tile ceiling and four tube flourescent light
fixtures as required in new finished areas.
D. Install steel frame and door to work area.
E. Remove existing walls as per plans.
F. Install electric water heater as per plans.
G. Install vinyl wall covering as per Orkin Specification 9.9.
VII. SALES MANAGER AND SERVICE MANAGER OFFICES:
A. Use existing carpet in Sales Manager's Office.
B. Install vinyl tile IAW Orkin Specification 9.5 in Service
Manager's Office.
C. Doors to both offices to be top half glass.
D. Provide separate appropriate lighting (4 tube drop in type)
in both offices with control switches at entry door to office.
E. Install vinyl wall covering as per Orkin Specification 9.9.
F. Install laminated top counter with two shelves (no doors) as
per Orkin plans and Detail Sheet.
G. Paint trim to match building.
H. Provide lay in tile ceiling.
I. Install appropriate base board heat.
VIII. OFFICE STORAGE ROOM:
A. Carpet and painted walls as is.
B. Adjust lighting and control switch as necessary.
Page 5
Proposed Tacoma Orkin Branch Facilities
Kolb Business Center Building 27G
C. Install 4' x 8' painted plywood board for ITT Terryphone systems
panel as per plans.
0. Install (5) 18" wide shelves 14 inches apart for office storage
as per plans.
E. Install door to match existing doors.
IX. SALES AND SERVICE ROOMS:
A. Install drop ceiling grids, accoustic tile and appropriate
lighting (4 tube).
B. Install vinyl tile floors and cove base molding as per Orkin
Specification 9.5.
C. Install laminated sales and service counters as per Orkin plans
and Detail Sheet. (NOTE) There must be 30" from the floor
to underside of counter and legs must be on 6' centers.
D. Install top half glass door to Sales Room as per plans and
detail schedule.
E. Install base board heat.
F. Install electrical outlets above counters as per plans.
G. Install vinyl wall covering.
H. Install electric light controls.
I. Construct storage room with (5) 12" shelves as per plans
with louvered bi -fold doors.
X. REAR WORK AREA:
A. Install shop lights with light controls at both doors.
B. Install appropriate heating.
C. Install work bench with shelf and hasp lock doors as per Orkin
plans and Detail Sheet. Install door closers on both doors.
t
Page 6
Proposed Tacoma Orkin Branch Facilities
Kolb Business Center Building 27G
D. Paint work area and workbench.
E. Provide electric outlet as per plans above work bench.
F. Do not finish ceiling.
G. Close off to roof area above M &S storage and Service Manager's
Office.
H. Permanently frame in 0/H door opening and install hose bibbs
as per plans. (18" apart and 30" above ground)
XI. M &S STORAGE ROOM:
A. Provide 2 hour fire rated walls and 10' ceiling.
B. Install 500 CFM exhaust fan to exhaust out the roof. Control
switch to be at the door.
C. Install shop lights.
D. Provide over head heater sufficient to keep room at or above
50 F.
E. Install dividing wall and shelves (24" heavy duty) as per plans
and Detail Sheets.
F. Paint walls, ceiling and shelves with minimum of 2 coats of
oil base beige colored paint.
G. Install (2) dutch split type doors as per Orkin plans and
Detail Sheet. Shelf on doors to be 12" wide (6" either side).
H. Install 4" curb around room as required by fire inspector.
I. Raise door and frame 4" to top of curb level. Ramp exterior
paving to door level.
J. Coat concrete floors and raised curb with 3 coats of concrete
sealer.
K. Install heavy duty door closer on exterior door.
L. Install vent.illation louvers in store room door. Needs to be
secure and provide•ventillation for exhaust fan.
1 ELI P laS
s�T F�R CZTRJCTO
Ol
r
CONSTRUCTION
SPECIFICATIONS.
FOR
ORKIN EXTERr1INATING COMPANY, INC,
BUII_DIN KOLb Bu51NE55 crr
11.)c WIL.A WASH tNGTON
ORKIN EXTERMINATING COMPANY, INC.
2170 PIEDMONT ROAD, N.E.
ATLANTA, GEORGIA 30324
(404) 873 -2355
•
06
�OF
MAR 19 1985 Y:
NUM INPV
(Revised 9/20/84)
t •
SECTION TITLE
GENERAL REQUIREMENTS
1.1 General Conditions
1.2 Special Conditions
SITE WORK
2.1
2.2
2.3
2.4
2.5
2.6
CONCRETE
3.1 General
3.2 Materials
3.3 Concrete
3.4 Reinforcement
3.5 Base Preparation
3.6 Concrete Placement
3.7 Final Sealing
MASONRY
4.1 Concrete Masonry Units
4.2 Brick Masonry Units
4.3 Anchors and Ties
4.4 Mortar
4.5 Masonry Installation
4.6 Surfaces
4.7 Sealers
METALS
5.1 Structural Metals
5.2 Open Web Steel Joists
5.3 Metal Roof Deck
5.4 Miscellaneous Metals
CARPENTRY
6.1
6.2
6.3
6.4
6.5
6.6
6.7
Site Clearing
Earthwork
Landscaping
Pavement and Parking Areas
Chain Link Fencing
Shoring and Bracing
Scope
Lumber
Wall Framing
Miscellaneous Carpentry
Finishes
Laminated Plastics
Metal Studs
INDEX TO SPECIFICATIONS
SECTION
7
TITLE
THERMAL, MOISTURE PROTECTION
7.1 Built -Up Roofing
7.2 Rigid Roof Installation
7.3 Flashings
7.4 Gutters and Downspouts
7.5 Miscellaneous Sheet Metal
7.6 Caulking
7.7 Insulation
7.8 Damp - proofing, Waterproofing
DOORS, WINDOWS, GLASS
8.1 Aluminum Storefront Frame
8.2 Aluminum Storefront Doors
8.3 Wood Doors
8.4 Wood Door Frames
8.5 Steel Doors and Frames
8:6 Glazing
8.7 Fixed Windows
8.8 Hardware
8.9 Exterior Roll -up Doors
FINISHES
9.1 Stucco
9.2 Acoustical Treatment
9.3 Prefinished Panelling
9.4 Gypsum Wallboard
9.5 Resilient Flooring
9.6 Painting
9.7 Vinyl Wallcovering
9.8 Carpeting
9.9 Finish Materials & Colors
10 SPECIALTIES
10.1 Toilet Partitions
10.2 Urinal Screens
10.3 Toilet Accessories
EQUIPMENT
11.1 Fuel Tanks
11.2 Fuel Pumps and Accessories
15 MECHANICAL
15.1 Plumbing
15.2 Heating, Vent and A/C
16 ELECTRICAL
16.1 Electrical
1.1 GENERAL CONDITIONS
SECTION 1
GENERAL REQUIREMENTS
1.1.1 WORK TO BE TONE AND DOCUMENTS FORMING THE CONTRACT
1. The Contractor shall provide all labor, materials, services
and equipment necessary for the completion of the work
according to the contract documents and in accord with all
national, state and local regulations and requirements.
2. The contract documents shall consist of the drawings, these
specifications and the agreements and contracts.
1.1.2 CONSIDERATION FOR THE WORK
1. The amount of the contract shall include all work set out
in the drawings and specifications and compliance with all
applicable codes and permits.
1.1.3 PAYMENT FOR WORK
1. The Owner shall make payment on account of the contract,
upon requisition by the Contractor, as follows: Ninety
percent(90 %) of the amount in place monthly.
2. Contractor shall submit, with his application for payments,
lien releases covering all labor, materials and other costs
incurred as a part of the work, including subcontracts. Final
retainage will not be paid until all final waivers have been
submitted, as requested and required by the Owner.
1.1.4 COMPLIANCE WITH CODES AND PERMITS
1. Contractor shall conform to the provisions of all state and
municipal building and sanitary laws and all municipal, state,
local and national ordinances, rules and regulations.
2. Before making any variations from the drawings and specifications
that may be necessary to conform thereto, Contractor shall give
Orkin written notice specifying the variation proposed to
be made, the reason for the change and shall apply for instructions
thereon.
3. Contractor, unless the law specifically requires that the Owner
do so, shall obtain all necessary permits and licenses and give
all necessary notices and pay all legal fees, which shall form
a part of the cost of the work.
4. In such case that a particular locality is not governed by a
governmental authority with local building codes and inspection
procedure, the contractor shall conform to The National Building
Code for all such standards and guidelines.
1
1.1.5 EXTRAS
1.1.6 TAXES
1.1.7 INSURANCE
1. No claim for extra work ( "Extras ") will be allowed unless a price
for same has been agreed upon beforehand and said extra work shall
have been ordered in writing by the Orkin Director of Real Estate.
No change orders or extra work ma) be authorized by a:;• exceet
the Orkin Director of Real Estate.
2. The price for extras, if approved by Director of Real Estate, shall•
he calculated at the Contractor's cost, plus overhead and profit at
the same percentage as in the original contract cost breakdown.
3. Orkin will not assume responsibility for governmental required
extras which contractor neglected to provide for in his bid.
AA 1. The Contractor shall pay all sales taxes, social security taxes,
use taxes and any other tax for which he is liable to local,
state or federal governments and shall agree to hold harmless
the Owner in every respect against same.
1. The Contractor and all subcontractors shall provide, as a
minimum, the insurance coverage described below and shall
deliver to the Owner certificates evidencing the existence
of such insurance coverage prior to commencing work. The
required insurance shall be maintained throughout the work:
a. Workmen's Compensation Insurance in accordance with the
laws of the state in which the work is done, including
Employer's Liability Insurance to the limit of $100,000.
b. Comprehensive General Liability Insurance, excluding
"automobile liability ", against personal injury, including
death resulting therefrom, to the limits of $1,000,000
for any one person and $3,000,000 for more than one person
in any one accident, and against property damage to the
limit of $100,000.
c. Automobile insurance, including non -owner or non -owned
automobiles, against personal injury, including death
resulting therefrom, to the limits of $500,000 for any one
person and $3,000,000 for more than one person in any one
accident, and against property damage to the limit of $300,000.
2. Contractor shall provide, at his expense, Builder's Risk
Insurance. Certificates of such insurance shall be provided
as required.
3. The Contractor shall name Orkin Exterminating Company, Inc., as
an additional insured party for all of the above mentioned policies.
1.1.8 BONDS
1.1.11 SUBSTITUTES
1. The Contractor shall secure and pay for Labor and Material
Payment Bonds in the amount of one hundred percent (100 %)
of the contract amount.
2. Bonds are required before payment of any amounts due or to
become due under this contract.
1.1.9 HOLD HARMLESS AGREEMENT
1. Contractor hereby agrees to protect, defend and indemnify and
hold harmless ORKIN against all losses, costs or damages on
account of any injury to persons or property in the performance
of the Contract.
1.1.10 DRAWINGS AND SPECIFICATIONS
1. Should the drawings and specifications be contradictory in any
particular, or should there be apparent errors in either, the
Contractor shall refer the matter to the Orkin Director of Real
Estate for explanation and shall abide by its decision.
2. Contractor shall not make any change in the drawings or specifi-
cations and shall use figured dimensions in preference to scale.
3. Measurements for all work shall be taken at the building site
by contractor for each branch of the work before commencement
of any work.
1. The use of brand names or trade names in describing materials or
products is intended to set minimum standards for the items
involved; however, any substitutions must be approved by the Orkin
Director of Real Estate, in writing, before being used.
1.1.12 PROTECTION OF PUBLIC AND ADJOINING PROPERTY
1. Contractor shall continuously maintain adequate protection of
all his work from damage and shall protect the property, adjacent
property and public property from injury arising in connection with
the contract and shall make good any such damage or injury at no
cost to the Owner.
2. Contractor assumes and bears all risk of damage to or failure of
the work and all risks of accidents or happenings
from whatsoever cause arising until the work shall have been
fully completed by the Contractor and accepted by the Orkin
Director of Real Estate.
3. No trespassing is to be allowed on adjoining property without
permission of the Owner of such property.
1.1.16 OWNER'S RIGHT TO TERMINATE THE CONTRACT
1. Should the Contractor neglect to prosecute the work properly, or
fail to perform any provision of the Contract, the Owner, after
seven (7) days written notice to the Contractor, without prejudice
to any other remedy it may have, shall make good the deficiencies
and may deduct the cost plus any unpaid profits thereof from the
payments then or thereafter due the Contractor, or, at its option,
may terminate the Contract and take possession of all materials,
tools and appliances and finish the work by such means as it sees
fit, and if the unpaid balance of the Contract price exceeds the
expense of finishing the work, such excess less any unpaid profits,
shall be paid to the Contractor; but, if such expense exceeds such
unpaid balance, the Contractor shall pay the difference to the Owner.
1.2 SPECIAL CONDITIONS
1.2.1 SCOPE OF THE WORK
1. Work shall be in accordance with Drawings and Specifications
listed in the Agreement and shall include any such other items
necessitated by the aforementioned laws, codes, rules or
regulations.
1.2.2 BIDS
1. Lump sum bids are required.
2. Itemized breakdown of costs is required prior to signing of
the Agreement.
1.2.3 OWNER
1. Wherever the term "Owner" occurs in these plans and specifications.
it shall refer to: Landlord
1.2.4 CONTRACTOR
and /or
Orkin Exterminating Company, Inc.
2170 Piedmont Road, N.E.
Atlanta, Georgia 30324
1. Wherever the term "Contractor" occurs in these plans and
specifications, it shall refer to the General Contractor
with whom the Owner enters into a contractural agreement
for the construction work described in these plans and
specifications.
2. The Contractor shall coordinate his work and shall cooperate
with any other separate contractor(s) employed by the Owner.
1
1.1.13 DAMAGE TO OTHER WORK
1. The Contractor shall be held responsible for all damage or
injury caused to the work of other contractors and he shall
carefully and promptly repair and make good such damages at
his sole expense.
. In case of failure on the Contractor's part to make good the
aforesaid damages, an amount sufficent to cover the expense
for doing so will be deducted from any sum due or to become
due him under the contract terms.
3. Failure of the Contractor to make good any damages to the work
of others shall in no way excuse such others from finishing
and furnishing complete to the Owner the work he agreed to do.
1.1.14 GUARANTEE
1. The Contractor guarantees that all materials shall be of the
type and grade suitable for its use and that all labor will be
of suitable skill and that all work will be performed in a
workmanlike manner and shall be in good and.usable_ condition .
at the date of.comnletion. The contractor also guarantees that
all materials used shall comply with local applicable codes.
2. The Contractor guarantees all work for a period of one (1) year
after completion and acceptance by the Orkin Director of Real
Estate, including immediate repair.
3. The Contractor further agrees to correct all defects which may
appear in his work within one year, or other specified time,
after its completion, arising from defective or improper
material or workmanship, including, without additional charge,
all expenses and damages in connection with removal, replace-
ment or repair of any part of the work which may be damaged or
disturbed thereby.
4. A manufacturer's warranty on any item shall not relieve the
Contractor and /or his subcontractors from full responsibility
under all guarantees and /or warranties called for in the
specifications.
5. All warranties or guarantees of materials and /or workmanship
shall be written to the benefit of Orkin and the Landlord
where such exists, as their respective interests appear, and
shall permit enforcement by either.
1.1.15 COMPLETE CLEAN -UP
1. The building must be kept free from all surplus materials,
dirt and rubbish at all times.
2. On completion of his work, the Contractor shall remove all his
tools, scaffolding, debris, etc. from the building and premises
and shall leave the premises perfectly clean.
1.2.5 SCHEDULE OF THE WORK
1. The Contractor shall provide, prior to beginning of work,
a Work Progress Schedule arranged in chart form showing
thereon the estimated plan of progress of the various items
of work and shall provide three (3) copies to the Owner. A
manual "Critical Path Method" chart is preferred.
1.2.6 TEMPORARY FACILITIES
1. During the construction period, the Contractor shall provide
and pay for the temporary heat, water, electric and toilet
services and facilities in accordance with local laws, rules
and regulations and in accord with directions of the Owner.
2. Telephone service shall be provided for the duration of the
work by the Contractor. Telephone number shall be provided
to Orkin and telephone shall be available to the Owner and
its representative when visiting the work site.
3. The Contractor shall be responsible for verifying and com-
plying with all required building set - backs, utility easements,
and any other site use restrictions which apply.
1.2.7 LAYING OUT OF THE WORK
1. Before commencing any work, the Contractor shall verify
all grades, lines and levels and dimensions as indicated on
the drawings. He shall report any errors or inconsistencies
in them to the Owner before beginning any work.
2. Contractor shall be responsible for establishing all con-
struction lines and for otherwise fully and completely laying
out all work required under this Contract.
1.2.8 SOIL POISONING
1. Contractor to contract with Orkin Exterminating Company to
pretreat all soils prior to final backfilling and slab
preparation. Coordination between Contractor and Orkin to be
made prior to excavation.
2. In the event that Contractor is also the Lessor, he shall
maintain a current binder with Orkin Exterminating Company for
the life of the lease.
•
SECTION 2
2.2 EARTHWORK
SITE WORK
2.1 SITE CLEARING
2.1.1 The Contractor shall do such demolition and site clearing as is
required. All loose dirt, rubble, stone, wood or other debris
encountered down to proper grade shall be removed from the site.
Any earth not needed shall be hauled away.
2.1.2 Any pipes, conduits, drains or other utilities which may be
encountered shall be protected, removed or capped, as required.
2.2.1 Strip topsoil to an average depth of six inches within contract
limits unless noted otherwise on plans. Pile sufficient amounts
of topsoil for reuse in planted or landscaped areas.
2.2.2 Excavate to elevations and dimensions shown on the drawings.
1. Extend excavations sufficiently from walls and footings
to allow for installation of forms and services.
2. Trenches for footings may be excavated to the dimensions of
concrete, if the nature of soil will permit.
3. Excavations for footings and foundation walls shall extend
below the prevailing frost line and at lease six (6) inches
into natural undisturbed soil able to provide adequate bearing.
4. Any excess cuts shall be corrected. Fill excess cuts under
footings with concrete as specified for footings. Fill excess
cut under slabs and parking areas with fill material and compact
to a minimum of ninety -five percent (95%) of its standard proctor
density.
5. Excavate drain trercties to allow pipes to be laid in straight
lines or even curves and to specified gradients. Provide
sufficient clearance for jointing purposes.
2.2.3 Keep all excavations free from water and keep water from excavations
clear of other construction work.
1. Do not disturb soil in and around excavations by pumping operations.
2. Permanent drainage system shall not be used for disposal of water
from excavations.
2.2.4 Fill material shall be obtained from excavation on the site or
furnished by the Contractor from other sources.
1. Fill material shall be free of debris, stumps, roots, organic
or frozen chatter, and shall be capable of being compacted as
specified.
2.3 LANDSCAPING
2. Filling shall be done after permanent installations and
utility lines to be covered have been installed.
3. Install fill in horizontal layers not exceeding twelve (12)
inches and compact to minimum ninety -five percent (95%) of its
standard proctor density.
4. Fill shall be compacted by power operated mechanical equipment
or power- driven hand - operated equipment. Power operated rollers
shall not be used closer to foundation or retaining walls than
a distance equal to the height of the fill above the top of
footing.
2.2.5 Grades shall be uniform levels or slopes between design elevation
points or between elevation points and existing grades.
2.3.1 Landscaping to be as indicated on the drawings. In such case that
the shrubs are not actually shown, a minimum of evergreen
shrubs, of a minimum of _gallon size, of an appropriate species
for the local climate. Species to be selected and approved by Orkin
prior to installation by the Contractor.
2.3:2 All landscaping materials shall be appropriate for the expected use
and suitable to the local climate.
1. Grass seed shall be of a minimum eighty -five percent (85 %)
germination and contain not less than eighty -five percent (85 %)
perennials. Scatter grass seed at a rate recommended by the
producer for new lawn, but not less than four pounds per 1000
square feet.
2. Ground cover shall be of a healthy stock with well - developed
root system. Plant as recommended by the producer to provide
dense mat at maturity.
3. Trees and shrubs shall be nursery grown, healthy and free
from diseases and insects. Excavation for planting shall be at
least six inches deeper than the depth of the root system, ball
or container. Width for the excavation shall be at least one and
one -half times the width of the ball or root spread. Hold planted
trees in upright position by stakes driven firmly in the ground.
A minimum of trees, of size to be furnished and installed
by the Contractor.
2.3.3 Water and protect plantings and lawn until final acceptance of the
project. Contractor shall replace lawn and plantings not thriving
at the time of final acceptance of the project.
2.4 PAVEMENT AND PARKING AREAS
2.4.1. Fine grade all surfaces to receive pavement of concrete, asphalt or
conrete curbs as required.
2.4.2 Concrete for site work shall comply with the concrete reauirements
of SECTION 3 of these specifications.
2.4.3 Concrete pavement shall have a minimum thickness of five (5) inches.
1. Provide expansion joints at intersecting drives and at approxi-
mately 40 foot intervals of parking area.
2. Finish the surface wood floated, lightly broomed.
3. Provide wire mesh reinforcement as noted on the drawings.
2.4.4 Asphaltic concrete shall be properly applied over prepared sub -
grade and rolled.
1. Base shall be minimum 5 inches thickness of crushed stone,
gravel or natural mix as allowed by the local or state
road departments, properly rolled and compacted to 95
percent density.
2. Apply a prime coat of liquid asphalt at a rate sufficient to
fill the base coat voids.
3. Apply a tack coat if so directed by Orkin. Tack coat is
mandatory over concrete or over old asphalt pavement.
4. Install asphaltic wearing course of hot mix asphalt concrete,
composition as allowed by the local or state road departments,
to a minimum finished thickness of one and one -half (11) inches.
Roll the surfacing to a smooth texture.
5. Install one coat of pertoleum asphalt sealer on parking lot
surface prior to painting parking space lines, after allowing
the asphalt surface to cure for a minimum of days.
2.4.5 Curbing, asphalt or concrete, shall be as shown on the drawings.
1. Minimum height along driveways and alleys shall be 4 inches,
or as noted on drawings.
2. Minimum heights along streets and parking areas shall be 6
inches, or as noted on drawings.
2.4.6 Wheel bumpers, precast concrete or preformed metal, shall be as
noted on the drawings. Install as recommended by manufacturer.
2.4.7 Painted parking lines shall be as noted on the site drawings, of
,yellow traffic paint, two coats.
2.5 CHAIN LINK FENCING
2.5.1 Chain link fencing shall be of height as noted on site drawings and
surmounted by three strands of barbed wire.
1. Chain link fabric shall be aluminum coated steel conforming to
requirements of ASTM -A491, woven from nine gauge wire in a 2 -inch
mesh. Fabric shall be knuckled at one selvage and twisted at the
other selvage.
2. Posts and rails shall be roll- formed, self- draining shapes with
2 ounce zinc coatings per square foot of surface area conforming
to ASTM -A -123.
3. Line posts shall be C- section rolled steel conforming to ASTM -A570,
Grade E, 2.25" x 1.70" with a minimum theoretical bending strength
of 314 pounds under a six -foot cantilever load.
4. Top and bi :icu rails shall be roll formed section of 1.625" x
1.25" channel shaped rail with minimum theoretical bending
strength of 192 pounds on a 10 -foot span midpoint load. Top
rail couplings 6 -inch minimum in length shall be spaced a
maximum 21 foot centers and 9 gauge fabric tie wires shall be
spaced at 24 inch maximum centers.
5. At end, corner, pull posts and gate posts for gate leaves 6' -0"
wide and less shall be roll- formed section 3.5" x 3.5" with
minimum bending strength of 486 pounds under a 6 foot cantilever
load. Gate posts for gate leaves over 6' -0" wide shall be standard
weight pipe complying with ASTM -Al20 of diameters as recommended
by the gate manufacturer.
. Attachment to roll - formed terminals shall be made by weaving
fabric into integral lock loops formed in the post. Attachment
of chain link fabric into tubular gate posts shall be made with
tension bars and bands.
7. Tubular gate posts shall be hot -dip galvanized with a 2 ounce .
coating psf.
8. Barbed wire shall be double strand twisted 121 gauge aluminum -
coated steel wire with 14 gauge, 4 point aluminum barbs spaced
on approximately 5 inch centers conforming to the requirements
of ASTM -A585.
9. Extension arms to accommodate barbed wire shall withstand a
250 pound pulldown load from end of arm.
10. Gate frames shall be hot -dip galvanized tubular shaped, 1.90
inch outside diameter with welded or steel fitted sorners.
Braces and trusses shall be furnished where necessary. Hardware
shall be of adequate design and strength to provide satisfactory .
operation of gate.
11. All fittings shall be pressed steel or malleable iron-and shall .
be hot dip :galvanized conforming to the requirements of ASTM -A153.
Tie wires shall be 9 gauge, aluminum wire.
Line and terminal posts to be of sufficient length to allow for
approximately'36 inches of metal'below grade. Concrete footings
shall be 10 x 36 inches for line posts 12 x 36 inches for terminals.
Any.material.found not to be in compliance: with these specifications
shall be removed and replaced at contractor's expense.
-_2.6. SHORING AND BRACING
2.6:1. Contractor shall provide any shoring, bracing, sheet piling or under-
pinning necessary, either of temporary or permanent nature, which is
necessary to execute the work in a.safe and satisfactory manner.
3.1 GENERAL
SECTION 3
CONCRETE
3.2 MATERIALS
3.2.1 Materials for concrete work shall be:
Portland Cement, Type I
Fine Aggregate
Coarse Aggregate Table II) Size 57
Water -Clean and fit to drink
Bar reinforcement (Grade 40)
Wire fabric reinforcement
3.1.1 All concrete used on this work shall be ready -mixed concrete
meeting the requirements of ASTM C94.
ASTM C150
ASTM C33
ASTM C33
ASTM A616
ASTM A185
3.3 CONCRETE
3.3.1 All concrete shall be proportioned to develop 3,000 psi at 28
days and have a maximum slump of 41 inches.
3.3.2 Minimum cement content shall be 5' bags (51711) per cubic yard.
3.3.3 No water is to be added after mixing.
3.4 REINFORCEMENT
3.4.1 All concrete slabs shall be reinforced with welded wire fabric,
1166/1010, lapped 6" at end side laps, and should have a mini
of 2" concrete coverage.
3.4.2 Bar reinforcement shall be of sizes and placement shown on drawings.
3.4.3 Bar reinforcement indicated to be continuous shall be lapped 24" at..
splices. Corner bars shall be provided at corners. All reinforcing
steel to have a minimum of 2" concrete coverage.
3.5 BASE PREPARATION
3.5.1 Subgrades shall be brought to the specified level, compacted and
finished smooth. If necessary, a 6" bed of gravel should be provided
with 6 mil polyethylene vapor barrier over.
3.5.2 Before placement of wire fabric and concrete, the entire floor area
shall be covered with a 6 mil polyethylene vapor barrier. All laps
shall be sealed with tape. All penetrations or punctures shall be
sealed.
3.5.3 .Dampen the subgrade prior to concrete placement to prevent excessive
water absorption from the concrete. When an impervious membrane,
such as polyethylene is required on the subgrade, cover it with 1 to
2 inches of damp sand to reduce bleeding.
3.6 CONCRETE PLACEMENT
3.6.1 Interior floor slabs shall be screened to proper levels and given
a steel trowel finish after water sheen has disappeared naturally.
Dusting with dry sand or concrete shall not be done.
3.6.2 Exterior concrete slabs shall be screened to proper levels, steel
troweled and then lightly broomed with a stiff broom to provide a
non -slip surface. Concrete surfaces should be kept wet by either
floorang_the surface with damp burlap and kper,i0g; it crnti.r
moist for a minimum of three days.
3.6.3 Slabs shall be brought to the required plan surface (whether level
or sloped) within a tolerance of '" in 10' and shall not vary more
than ?" above or below the plane surface at any point.
3.6.4 Concrete slabs shall be cured by use of a rubber liquid membrane
curing /hardening compound, "Clearbond ", "Clearseal ", "Sealcure"
or approved equal.
3.6.5 Slabs to receive a grout bed finish shall be cured for seven (7)
days without use of curing compound.
3.6.6 Concrete work shall NOT be done when temperatures are at or near
freezing and falling unless adequate means are provided to maintain
curing temperatures.
3.6.7 Concrete curbs shall be rubbed finish with carborundum stone to
provide smooth and finished surface.
3.7' FINAL SEALING
3.7.1 At the completion of work, all slabs which are shown to be exposed
concrete shall be cleaned thoroughly and given a second coat of the
curing /hardening compound specified above.
•
4.1 CONCRETE MASONRY UNITS
4.1.1 Concrete masonry units shall comply with the following:
1. Hollow units ASTM C -90
2. Solid units ASTM C -145
3. Concrete building bricks ASTM C -55
4.2 BRICK MASONRY UNITS
4.2.1 Building brick units shall comply with the .following:
1. Clay brick ASTM C -62
2. Facing brick ASTM C -216
4.3 ANCHORS AND TIES
4.3.1 Anchors and ties shall be corrosion - proof, zinc- coated
after fabrication.
1. Corrugated metal ties shall be not lighter than 20 gauge
steel and not less than 7/8" wide.
2. Wire mesh ties shall be 16 gauge steel wire, 1 1 inch mesh,
of the required width.
4.4 MORTAR
SECTION 4
MASONRY
3. Horizontal joint reinforcement shall be equal to standard
Dur- A -Wal, with No. 9 gauge long and diagonal wires, furnished
in flat sections, not rolled, and be built into the wall at
locations shown on the drawings. Splices shall be minimum
6" laps and corners shall be prefabricated.
4. Vertical wall reinforcement shall be as shown on the drawings
and grouted solid with Portland cement.
5. Anchor bolts and inserts shall be built into the masonry as
required.
4.4.1 Mortar for masonry work shall conform to ASTM C270, Type N, with
compressive strength of not less than 750 psi at 28 days.
1. Mortar shall be used within 21 hours after mixing, but may be
retempered during that period by adding water.
4.5 MASONRY INSTALLATION
4.5.1 All masonry shall be true and plumb and built to thickness indicated.
1. Pattern shall be running bond, except where split —rib or split -face
block are used. Pattern shall then be stacked bond. Vertical joints
shall align vertically.
Block joints exposed to view shall be tooled with a rounded
instrument to press mortar tight against masonry units on
both sides of the joint.
Horizontal and vertical brick joints shall be raked.
All block work of outside walls shall have all cells filled
solid with mortar below grade.
4.6 SURFACES
4.6.1 Bearing . surfaces for structural steel shall be constructed as
detailed with steel bearing plates on grout and cells filled
with Portland cement and reinforced as shown.
4.6.2 Finished masonry shall be thoroughly cleaned.
4.6.3 Concrete masonry units shall be filled with approved block filler
prior to painting.
SEALERS
4.7.1 Interior concrete block walls in storage rooms shall be treated with
one coat masonry filler as specified above and two coats of clear
sealer equal to Thoroglaze as manufactured by Thoro System Products,
applied in strict accord with manufacturer's instructions.
SECTION 5
METALS
5.1 STRUCTURAL METAL
5.1.1 All steel shall conform in physical and chemical properties
and manufacturing with the "Standard Specifications for Structural
Steel Buildings" of the American Society for Testing Materials, as
amended to date.
5.1.2 Design and fabrication of beams, girders, columns and lintels shall
comply with the recommendations of the American Institute of Steel
Construction.
5.1.3 Upon request by Owner, the Contractor shall furnish from the
manufacturer or supplier a certificate of compliance with the
ASTM and AISC standards.
5.1.4 All steel shall be furnished with one shop - applied coat of primer.
Field welds and connections shall be painted after erection. The
shop paint shall be red lead or another rust inhibitive steel primer.
5.1.5 All workmanship and finish shall be in strict accordance with plans
and with the best practice of the trade.
5.1.6 Steel work shall be erected plumb and true and temporary bracing shall
be installed to take care of all construction and wind loads. No perma-
nent bolting, riveting or welding shall be done until the structure
has been properly aligned.
5.1.7 Bearing on walls shall be as required to distribute the load but not
less than four inches. Bearing plates at least inch thick shall
be installed where primary beams and girders rest on masonry or concrete.
Plates shall be bedded in Portland cement mortar.
5.1.8 Columns supporting steel beams or girders shall have a column cap.
Column cap shall be anchored to beam.
5.2 OPEN WEB STEEL JOISTS
5.2.1 All joists shall be designed and manufactured in accordance with the
AISC -SJI Standard Specification for open web steel joists.
5.2.2 Contractor shall furnish and install all necessary accessories: anchors,
side anchors, bridging and clips, as needed for the work.
5.2.3 All materials shall have a shop coat of protective paint.
5.2.4 Joists shall be placed as indicated on framing plan and shall have
full bearing. Weld each joist to steel supports or anchor -bolt to
masonry supports.
5.2.5 Properly bridge all joists. At termination of each row of
bridging secure same to side anchors which shall be built into
the wall by the masonry subcontractor.
5.2.6 Coordinate layout of the joists with the access space and fixture
spacing requirements of other trades.
5.2.7 Weld all steel or steel connections.
5.3 METAL ROOF DECK
5.3.1 Metal roof deck shall be minimum 22 gauge, 11/2"deep, Type B,
gray shop primed.
5.3.2 Metal roof deck shall be attached to supporting members by
welds as are recommended by the Steel Deck Institute and /or
the steel deck manufacturer.
5.3.3 Each width of metal deck shall be welded to each supporting
member a minimum of three places, including welds at side laps.
5.4 MISCELLANEOUS METALS
5.4.1 Furnish and install ornamental metal and miscellaneous metal work
items shown on plans and not installed or furnished under other
sections of the Specifications.
5.4.2 Steel pipe railings, when shown on drawings, shall conform to
ASTM A53, type as selected, Grade A, galvanized, standard weight.
a. All joints shall be welded with welds ground smooth.
b. Uprights of rails on concrete surfaces shall be caulked
with lead or sulphur into pipe sockets at least 6" long
previously cast into concrete.
5.4:3 Provide zinc - coated fasteners for exterior use and where built into
exterior walls. Select fasteners for the type, grade and class required.
5.4.4 Provide miscellaneous steel framing and supports, rough hardware
and loose bearing and leveling plates, which are not part of structural
steel framework as required to complete the project.
6.2 LUMBER
Blocking -
Bridging -
Corner Bracing -
Furring -
SECTION 6
CARPENTRY
6.1 The work covered by this section includes, but is not necessarily limited
to: all rough and finish carpentry work, installation of all rough and
finish hardware, installation of metal and other items furnished by other
trades.
6 :2.1 Lumber shall be live stock, thoroughly seasoned and well '
manufactured. Materials shall be free from warp that cannot
be corrected by bridging or nailing.
6.2.2 All species of softwood lumber may be used for floor, ceiling
and roof framing items, subject to the maximum allowable spans
for the particular species and all applicable code requirements.
6.2.3 All softwood species may be used for wall framing, provided
members have sufficient strength and rigidity to support the
design load, and are suitable for the attachment of wall finish
materials.
6.2.4 Unless otherwise noted on drawings or details, the sizes of lumber
shall be as follows:
2x4 inches
1x3 inches
1x4 inches
1x3 inches
Grounds
Sleepers
Stair Carriages
Studs
- 2x12 inches
- 2x 4 inches
- 2x12 inches
- 2x 4 inches
Any fiirrir j or other mer+bers which cone into clirect co :Itr, ct
concrete or masonry surfaces shall be pressure treated,
Stressgraded member as shown on drawings.
6.2.5 Lumber shall be surfaced on four sides. Sizes given on plans and in
the specifications are nominal sizes. Minimum dressed dimensions shall
comply with the American Lumber Standards.
6.2.6 Moisture content of framing lumber shall not exceed 19% at time of
installation.
6.2.7 Woodwork that is to be finished to show grain shall be bright, uniform
in color and free from blemishes.
6.2.8 Finish lumber shall be dressed free of tool marks and other objection-
able defects. Grades shall be as shown or drawings or called for in
the Specifications.
6.2.9 Plywood shall comply with the applicable commercial standards and shall
be identified as one of the following:
a. Exterior type. In hardwood plywood termed as "Technical" or "Ext."
or "Type I ". Can be used for any part of the structure.
b. Structural - Interior type (Struct -Int). Can be used for all
interior construction and for exterior parts not directly
exposed to weather.
c. Interior type, "Int" or "Type 2 ". For all interior work. Not
to be used in bathrooms or shower enclosures.
d. Plywood used for interior finish shall be as called for on
drawings. Submit samples for Owner's approval.
6.2.10 Cabinet and closet shelving shall be white pine, No.2 or better,
with cleats as shown or necessary to prevent sag under normal
loading for use.
6.2.11 Finish surface wallboard (panelling) shall be as called for on the
drawings, class "C" flame spread or equal, 1" thickness.
6.2.12 All other materials not specifically described herein but required
for a complete and proper installation as shown on the drawings,
shall be new, suitable for intended use, and subject to the approval
of the Owner.
6.3 WALL FRAMING
6.3.1 All studs shall be single length, inspliced and platform framed.
6.3.2 Unless otherwise noted on drawings, frame all corners and inter-
sections with three or more studs and all required bearing for
wall finish.
6.3.3 Plates shall consist of one 2 x 4 sole plate and two 2 x 4 top
plates. Provide necessary anchorage to studs. All plates in direct
contact with concrete or masonry surfaces shall be pressure treated.
6.3.4 Install jack studs at all openings to form rigid enclosures for
installation of windows and doors.
6.4 MISCELLANEOUS CARPENTRY ITEMS
6.4.1 Provide blocking as necessary for application of siding, panelling,
firestopping and other installations.
6.4.2 Provide nailers, nailing strips and grounds as necessary and rigidly
secure in place for attachment of trim, finish and other work.
6.4.3 Provide furring strips at locations shown and as required for
installation of panelling and other noted items, at 16 inch o.c.,
unless otherwise shown, butt jointed and rigidly secured..
6.5 FINISHES
6.5.1 All finish work shall be installed straight, plumb, level with
closely fitted joints and rigidly secured. Blind nailing shall
be used to the extent practicable; face nailing shall be set and
stopped with non - staining putty to match the finish. Stagger, conceal
or place joints in unobtrusive locations.
6.6 LAMINATED PLASTIC
6.6.1 All plastic laminate shall be as called for on the drawings,
general purpose, "post- forming" or "specific purpose" type,
for use on the various surfaces, and shall be "high wear" type
finish in accordance with provisions of NEMA LD3.
6.6.2 Unless specifically noted otherwise on the drawings, plastic
laminate colors for counters and cabinets, where same is specified
for finish, shall be equal to:
6.6.4 Install the approved plastic laminates in strict accordance with
the manufacturer's recommendations as approved by Orkin.
6.5.2 Securely anchor door frames to the supporting construction.
Install trim with fine finishing nails and glue where required
to assure permanent, tight joints.
6.5.3 Interior panelling shall be installed vertically where shown on
drawings and schedules with clips, or by nailing and use of a contact -
type cement.
6.5.4 Cabinet work shall be done as shown on drawings and noted in these
Specifications.
6.5.5 For all wooden structures occurring in the chemical storage room, such
as shelves, braces, etc., apply two coats of epoxy sealer paint to
all surfaces.
Formica Brand, English Oak, Design 354, Finish 64
For installation of plastic laminates, use on "rigid set"
(urea- resin) or "semi -rigid set" (PVC acetate) adhesives. Do NOT
use so- called "contact" adhesives.
7.1 BUILT -UP ROOFING
7.2 RIGID ROOF INSULATION
7.3 FLASHINGS
SECTION 7
THERMAL AND MOISTURE PROTECTION
7.1.1. Built -up roofing shall be equal to Johns - Manville, Specification
151 for 4 -ply smooth surface asbestos built -up roofs, minimum 69
pounds Aquadam inter -ply moppings per square, minimum 20 pounds
asphalt surfacing per square, applied in strict accord with manu-
facturer's instructions. Equivalent systems of other manufacturers
are acceptable upon prior written approval of the Owner.
7.1.2 After installation of final flood coat, apply coating of fibered
aluminum roof coating, similar to Tex - Mastic 41410, in strict accord
with manufacturer's instructions.
7.2.1 Rigid roof insulation shall be 2" thick, Johns - Manville Fesco Board,
installed over entire deck in accord with manufacturer's recommendations.
Equivalent materials of other manufacturers may be acceptable upon prior
written approval of the Orkin Director of Real Estate.
7.3.1 Flashings shall be galvanized, 26 gauge, hot -dip zinc- coated to all
surfaces, accurately formed to dimension and shape required, with
true sharp lines and angles, coped to accurately fit and soldered
securely.
7.3.2 Form, fabricate and install all sheet metal so as to adequately
provide for expansion and contraction in the finished work.
7.3.3 Make all seams in direction of flow and finish watertight and
weathertight where required.
7.3.4 Upon request of Orkin, demonstrate by hose or standing water that
all flashing and sheet metal is completely watertight.
7.4 GUTTERS AND DOWNSPOUTS
7.4.1 Gutters and downspouts shall be of a type and size as shown on the
drawings, 24 gauge, galvanized.
7.4.2 Install gutters with a slight pitch to downspouts with hangers and
spikes as required. Solder all splices or provide with a watertight
slip joint. Install basket strainers at the head of the downspouts
when downspouts are connected to an underground drain or boot.
7.5 MISCELLANEOUS SHEET METAL ITEMS
7.5.1 Install louvers, ventilators, fascias, gravelstops and other
accessories incidental to the roof as shown on the drawings
or noted in the Specifications.
7.6 CAULKING
7.6.1 Caulking shall be applied to all changes in materials, except
flashing where so indicated, and nailers, in exterior walls and
at other joints requiring caulking.
7.6.2 Caulking shall be a two- component, rubber -based compound conforming
to Fed. Spec. TT- S- 00227c. Each color and each class of sealant shall
be the product of a single manufacturer, or as approved in advance by
Orkin:
a. For nontraffic bearing horizontal surfaces, "Class A ".
b. For vertical surfaces, "Class B ".
7.6.3 Primer for caulking, when required shall be as recommended by caulking
manufacturer.
7.6.4 Backing for caulking shall be of rope fiber, free from oil and other
staining substances.
7.6.5 Joints and spaces to be caulked shall be free from dust and dry.
Finish all joints with proper tool and remove excess compound.
Complete all caulking before finish coat of paint is applied.
7.6.6 Caulking shall be done by workmen experienced in this trade.
7.7 INSULATION
7.7.1 All insulation work shall be as shown on the Drawings or called for
in these Specifications.
7.7.2 All insulation work shall be done strictly as recommended by the
manufacturer of the insulation materials. Insulation value to
comply with minimum standards as outlined for the applicable
temperature zones.
7.7.3 In all sound isolating partitions (toilet room walls) and manager's
office, provide 31/2" thick "Noise Barrier Batts" in each of the stud
cavities and, where so indicated on the drawings, in the ceiling space
over the room. All batts for this purpose shall be unfaced, 16" in
net width, and 96" in net length.
7.7.4 Perimeter insulation, where called for on the drawings, shall be
sizes noted and of cellular glass material.
7.7.5 Rigid roof insulation is specified above under Paragraph 7.2.
7.8 DAMP - PROOFING AND WATERPROOFING
7.8.1 Below -grade and inhabitable spaces shall be designed and constructed
so as to be adequately protected against penetration of dampness at all
levels and at all times.
7.8.2 In locations with a high water table, additional precautions over and
above these Specifications may be required. Verify with Owner.
7.8.3 If perimeter drainage is called for on drawings, install foundation
drains around foundations as required. Drains shall be installed
below level of the area to be protected and shall discharge to a
positive outfall by gravity or mechanical means. Drains shall be
clay pipe farm drains, asbestos- cement, or bituminized fiber pipe.
Protect top of joints in drain line with strips of roofing felt.
Lay tile on a three inch layer of coarse gravel or crushed stone
and cover with aggregate to within 12" of finished grade. Drain tile
to be placed at base of footing, not on top.
7.8.4 If ground water level is below the basement or habitable floor,
protect walls and floor against dampness by:
a. To masonry walls below grade apply a coat of Portland
cement parging at least 3/8 inch thich before applying
bituminous materials. Concrete walls below grade shall
receive direct bituminous application.
b. Apply at least one coat of bituminous material from footing
to finish grade at a rate recommended by the manufacturer.
c. If slab is below finished grade, install a continuous
membrane of two layers of 15 pound asphalt felt, mopped
between and mopped over, below slab.
d. Install membranes of other materials as recommended by the
manufacturer.
7.8.5 If ground water table elevation may rise above the floor level,
install waterproofing to walls and floor slabs by:
a. Apply waterproof membrane from the footing to 6" above finished
grade elevation. Masonry walls shall receive a 3/8 inch
parging coat before membrane application.
b. Membrane shall be two -ply hop mopped felts firmly affixed
to walls. All laps shall be sealed. Application shall be
as recommmended by the manufacturer.
c. Install moisture- protective membrane to slab -on- grades
as per "b." above. Impregnate in fresh surface of floor
slab a sealing admixture of Thoroseal, as directed by
manufacturer.
Product.s.for damp- proofing and waterproofing shall be:
Asphalt shall comply with ASTM -D 449, Type A.
tar pitch•shall comply with ASTM -D 450:
Asphalt s aturated felt shall comply. with,ASTM -D ".226.
Coal tar saturated felt shall comply with ASTM -D 227.
All other materials and admixtures for. special: types of
.treatment shall be"as recommended by manufacturer:`
SECTION 8
DOORS, WINDOWS AND GLASS
8.1 Aluminum Storefront and Entrance Frames
8.1.1 Systems to receive single glazing shall be equal to Kawneer
Tri -Fab "450" and I -line framing, finished Permanodic No. 40
Dark Bronze.
8.1.2 Systems to receive insulated glazing shall be equal to Kawneer
Tri -Fab "451" and custom I -line head member framing, finished
Permanodic No. 40 Dark Bronze.
8.2 Aluminum entrance doors shall be equal to Kawneer "190" narrow style door
with 7'" high bottom door rail and hardware including Kawneer single
acting concealed closer, 11 pair pivots, style "V" push bar, and aluminum
threshold. Finish shall be Permanodic No. 40 Dark Bronze.
8.3 Wood doors shall be solid core Birch hardwood of size and type shown on the
drawings finished as shown. Doors shall be product of a recognized company,
glued blocked, framed block glued, or particle board core, manufactured in
accordance with commercial standards.
8.4 Wood door frames shall be mill -made fabricated from Douglas Fir, aligned
plumb and true and anchored firmly into position for long life under hard
usage. Remove all surface irregularities and blemishes, leaving in condition
to receive specified finish. Frames to receive stain finish, to be of whole
material, not finger jointed.
8.5 Steel Doors and Frames
8.5.1 Steel doors shall be constructed of two sheets of 18 gauge cold
rolled steel, with vertical stiffeners not over 6" apart and top
and bottom edges reinforced horizontally with steel channels. Joints
at edges of doors shall be continuously welded.
8.5.2 Steel door frames shall be of 16 gauge cold rolled steel, mitered
and welded at corners. Frames shall be furnished factory primed with
three "T" type jamb anchors for each side of each frame.
8.6 Glazing shall be single glazing or insulated glazing as selected by the Owner.
8.6.1 Single glazing shall be "Solarbronze" or equal, tinted plate glass or
tinted float glass, complying with Fed.Spec. DD- G-451, type I, class I,
quality q3, in 1/4" thickness for the opening intended.
8.6.2 Insulating glazing shall be two sheets of glass as described above
with 1" air space hermetically sealed or with metal edge and packaged
dessicant placed between the two sheets of glass in each opening.
8.6.3 Provide heat- strengthened (tempered) glass where such would be required
under the provisions of the local governing codes and requirements.
8.6.4 Upon completion, thoroughly clean all glass and remove all labels,
paint spots, putty and other defacements.
8.7 Fixed windows in exterior building walls shall be of the same aluminum
framing as storefront entrances, with glazing as specified above.
8.8 Hardware and weatherstripping shall be furnished and installed as indicated
on hardware schedule on the drawings. All exterior and restroom doors to
receive single acting closer.
8.8.1 Products by Russwin, Baldwin, Maverick Industries, Simplex, Stanley,
Sargent, Yale, Corbin and Schlage, as shown on the hardware schedule,
are acceptable.
8.8.2 Standard finish, unless noted otherwise on the drawings, shall be
US 28, Satin Aluminum, as scheduled.
8.8.3 Weatherstripping for exterior doors and thresholds shall provide a
maximum infiltration rate of 11 CFM per lineal foot in a 25 MPH wind
measured in accordance with applicable ANSI standards.
8.9 Exterior steel roll -up doors at service entrances shall be ribbed steel doors
20 gauge, pre - painted white, full 2" thick, steel ball - bearing rollers, case -
hardened races, heavy duty springs, reinforced top section, fully weather-
stripped, insulated with 26 gauge steel back -up panel, size as shown on
drawings, similar to Model ES as manufactured by McKee Door Company, or equal.
. a
9.2. ACOUSTICAL TREATMENT
SECTION 9
FINISHES
9.1 STUCCO
9.1.1 Exterior cement plaster (stucco) shall be applied in two -coat
work to a minimum thickness of 5/8 ", and shall be finished with
a sand -float coat.
9.1.2 Base coat of cement plaster shall consist of ingredients pro-
portioned as follows: 1 part Portland cement to not less than
three parts aggregate and not more than 10% of lime putty.
Finish coat shall be applied to a minimum thickness of not less
than =" with sufficient material and pressure to form good
bond to base and to cover well, and then double back to bring
plaster out to grounds. Straighten to a true surface without
use of additional water and leave rough to receive finish coat.
9.1.3 Finish coat of cement plaster shall consist of U.S. Gypsum's
"Oriental Exterior Stucco ", or approved equal, mixed as
recommended by the manufacturer to provide a uniform sand -float
texture. Finish coat shall be applied to a minimum thickness of
1/8 ", or in such thickness as may be necessary to insure the
full 5/8" thickness required for this work. Use no water in floating
or texturing. Fog -spray surface with water for several days after
setting.
9.2.1 Acoustical tile shall be white, 24" x 24" x 5/8" thick non - combustible
mineral fiber product for lay -in ceilings, Gold Bond "Solitude" or
equal, installed in accord with manufacturer's recommendations.
9.2.2 Ceiling suspension system shall include all main tees, cross tees,
wall mouldings and other accessories as required for a complete
installation of exposed grid suspension system with black finish.
9.2.3 Coordinate all ceiling work with other trades and provide adjustments,
if necessary, for installation of lighting fixtures.
9.3 PREFINISHED PANELLING
9.3.1 Furnish and install interior prefinished ;" panelling, trim and
accessories equal to Marlite Smooth Face Trend Plank, 413003, Shell
Pecan or Georgia Pacific, Antique Birch, where called for on
drawings. (Where fire codes require sheetrock or gypboard, 1/16"
panelling may be applied over the sheetrock or gypboard.)
9.3.2 Matching mouldings and trim shall be used at joints and edges of
all panels.
9.3.3 Install in strict accord with manufacturer's recommendations.
,
9.4 GYPSUM WALLBOARD
9.4.1 Gypsum wallboard shall comply with Fed.Spec. SS -L -30, type III,
class 1, style 3, taper - edged, of the grade and form specified
below, in 48" widths and in such lengths as will result in the
minimum of joints:
9.4.2 Joint systems shall include reinforcing tape and compound designed
as a system to be used together, used only as recommended by the
manufacturer of the gypsum wallboard used.
9.4.3 Provide appropriate edge beads, corner beads, casing beads, trim
features, fastening devices and other accessories as required
for a complete job.
9.5 RESILIENT FLOORING
9.6 PAINTING
a. Regular: Grade R, form A, 5/8" thick for single ply.
b. Fire - retardant: Grade X, form A, 5/8" thick for single
ply.
9.5.1 Resilient flooring, where called for on the drawings, shall be
equal to Azrock, 12" x 12" x 3/32 ", 41V -423, Autumn Haze, installed
with tight joints, true, level and even, aligned symmetrically about
the room.
9.5.2 Concrete floors under resilient flooring shall be smooth, free of
grooves and depressions, brushed clean of any foreign matter.
9.5.3 After completion, all resilient flooring shall be cleaned and
waxed as directed in the manufacturer's instructions.
9.5.4 Rubber or vinyl base, as called for on the drawings, shall be
4" high, topset cove, black unless noted otherwise on the
drawings.
9.5.5 Adhesives shall be waterproof and stabilized as recommended by
the manufacturer of the resilient flooring material, installed in
strict accord with manufacturer's recommendations.
9.6.1 Painting contractor shall not commence any painting where the work
is not ready to receive the finish.
9.6.2 Paint brands and colors are given in the drawings. Exact color
matches within the following brands are acceptable:
Benjamin Moore Devoe
Glidden Olympic
Pratt and Lambert Sherwin - Williams
9.6.3 Unspecified brands of materials such as shellac, turpentine,
thinners,etc., shall be pure and of the best quality obtainable.
9.6.4 All surfaces to be painted must be free of dust and dirt before
painting. Prepare wood surfaces by sealing all knots with shellac
or vinyl -resin knot sealer. Putty nailholes, cracks, blemishes
and sand rough areas before applying second coat of paint. Clean
oily or greasy metal surfaces. Remove rust by scraping or sanding.
9.6.5 Allow proper drying of first coats before applying second coats.
9.6.6 Exterior painting shall not be done in freezing weather.
9.6.7 Exterior painting, unless otherwise noted on the drawings, shall
be applied in the following number of coats:
Concrete block walls: emulsion blockfiller and one coat of
masonry paint.
Brick and stucco walls: Two coats masonry paint.
Wood trim, doors, windows: Wood primer and two coats of
exterior enamel.
Ferrous metals: Red primer and one coat of metal paint.
Galvanized metal: One coat galvanized steel primer and one
coat metal - protective paint.
9.6.8 Interior painting, unless noted otherwise on the drawings, shall
be applied in the following number of coats:
Wooden shelving- Chemical storage room: All wooden structures
should be sealed with two coats of epoxy paint
on all surfaces.
Drywalls: Two coats of flat wall paint.
Concrete block walls: One coat primer - sealer and one finish
coat.
Painted interior woodwork: One undercoat and two coats of
paint or enamel.
Metal and galvanized metal: Same as exterior.
Concrete block walls in chemical storage room: One coat masonry
filler as specified in 4.6 and two coats of clear
sealer equal to Thoroglaze as manufactured by Thoro
System Products.
Stain finished interior woodwork: One coat approved stain and two
coats sanding sealer with sanding with fine grade
steel wool after first application.
9.6.9 At completion the Contractor shall remove all surplus putty from
windows and paint stains from floors, glass, hardware, and other
finishes and leave the work in neat and clean condition, satisfactory
to the Owner.
9.6.10 Parking area shall be marked off in two coats of yellow traffic paint
for parking spaces as shown on site plan.
9.7 VINYL WALLCOVERING
9.7.1 Furnish and install vinyl wallcovering as called for on the drawings.
Use only materials and colors shown on the drawings. No substitutes
will be allowed without prior written permission of Orkin.
9.7.2. Install in strict accord with manufacturer's instructions. Walls
should be sized as required prior to installation.
9.8 CARPETING
9.8.1 Furnish and install carpeting as called for on the drawings, using
only materials and colors as shown on the drawings. No substitutes
will be allowed without prior written permission of Orkin.
9.8.2 Uneven floors which are to receive carpet are to be surfaced with
leveling compound.
9.8.3 Finish edges of carpeting at doorways with metal binder strips.
9.8.4 Carpet to be commercial grade, weight to
jute- backed with Class "A" flame spread.
is acceptable.
9.9 FINISH MATERIALS AND COLORS
Vinyl Tile
Rubber Core Base
Interior Stain
Paneling
Vinyl Wallcovering
Interior Paint - Walls
Interior Paint - Trim
Carpet
Exterior Colors
Azrock #V423 Autum Haze
Kentile Brown KC -21 Group 2
Devoe #294D.Cochise Tan
be a minimum of 24 ounces,
No rubber - backed carpet
Glidden Double Pecan NT6PDXR48
Georgia Pacific "Freight Friendship"
Sherwin Williams, Sher Wall, Cortex 20
Color - Fawn 942018
Benjamin Moore - Off White 76
Benjamin Moore - Clay CB -44
Sherwin Williams, Style Perfect Carpet
2820 "Tuffy" 28 (28 ounce)
10.1 TOILET PARTITIONS
SECTION 10
SPECIALTIES
10.1.1 Toilet partitions shall be equal to Acrylic Coated Academy Type
as manufactured by the Sanymetal Products Company, Inc.
10.1.2 Doors shall be 1" thick with two sheets of 1122 gauge galvanized -
bonderized steel enclosing sound - deadening Bridgecore. All formed
edges shall be welded and sealed.
10.1.3 Panels shall be 1" thick with two sheets of 1122 gauge galvanized -
bonderized steel enclosing sound - deadening Bridgecore. All formed
edges sealed with a surrounding overcrown locking strip, mitered,
welded and finished at corners.
10.1.4 Pilasters shall be 1; "thick with two sheets of acrylic - coated
1120 gauge galvanized - bonderized steel welded and finished as
specified above for doors.
10.1.5 Color shall be equal to Sanymetal 1151 Tan.
10.1.6 Each door shall be equipped with:
Chrome - plated cast alloy coat hook and bumper.
Concealed latch with bolt of stainless stell.
Chrome - plated stop and keeper.
Concealed controlled power bearing gravity hinge.
10.1.7 Finish shall be a prime coat and a finish color coat of thermo-
setting acrylic enamel applied electrostatically in a pressurized
dust -free atmosphere, baked on to produce a uniform smooth lustrous
protective finish.
10.2 URINAL SCREENS
10.2.1 Urinal screens shall be Type BX as manufactured by Sanymetal Products
Company, Inc., or equal, with style finish, color and construction
to match toilet partitions specified above.
10.3 TOILET ACCESSORIES
10.3.1 Provide all toilet room accessories, complete, in place, as shown on
the drawings, specified herein, and needed for a complete and proper
installation.
10.3.2 Each toilet room shall have at least the following accessories, equal
to model numbers shown for Bobrick Company:
Paper towel dispenser B -262
Toilet tissue dispenser at each water closet B -685
Soap dispenser at each vanity cabinet B-116
Mirror at each lavatory, 123/4" x 18 8 -165
15.1 PLUMBING
SECTION 15
MECHANICAL
15.1.1 All plumbing work shall be installed and tested in accord with the
latest edition of the National Plumbing Code and all plumbing codes,
laws and ordinances of the building location.
15.1.2 All underground soil and waste lines under the building shall be per
local and national codes. Install cleanouts at each change in direction.
15.1.3 All water lines shall be Type L or K hard copper, with sweat fittings
and joints, 3/4" service and Ji" minimum to all fixtures.
15.1.4 All stacks and vents through roof shall be flashed of lead sheet,
16" square base minimum, extended and turned into top or vent.
Sleeves, etc., trhough walls shall be neatly fitted, sealed and
caulked.
15.1.5 All pipe trenches shall be backfilled with clean earth, compacted
as per Section 2, Site Work.
15.1.6 Water service line shall have building cutoff. All fixtures shall have
cutoff in each supply line at fixture.
15.1.7 Water heater shall be 30- gallon, automatic, glass -lined tank, 10 -year
warranty, complete with shutoff in all lines, safety valve, drain
lines and accessories.
15.1.8 Lavatory shall be American Standard "Circlyn ", or equal, 18" diameter,
white, with hot and cold water and pop -up stopper- strainer, and crown
handles.
15.1.9 Water closet shall be American Standard "Cadet ", or equal, white,
with solid plastic seat, Church 41380, white.
15.1.10 Service sink shall be American Standard "Lakewell ", or equal,
22" x 18 ", white, with wall hanger and manufacturer's recommended
accessories.
15.1.11 Exterior hose bibs shall be brass, freezeproof and shall be installed 36
inches above finish grade and a minimum of 24 inches apart.
15.1.12 Toilet rooms, where required by codes, shall be equipped with code -
approved grab bars where required at toilets.
15.1.13 Water cooler shall be equal to Sunrock Model NSF -8, floor mount, or
Oasis Model ODPBA.
15.1.14 Urinal shall be American Standard "Allbrook ", white, wall -hung,
siphon jet, flush valve, or equal.
15.1.15 Shower cabinets shall be equal to "Commander" by Powers -Fiat, or
"Luxor" by Global Steel Products, front entry or corner entry, as
indicated on drawings, with one -piece integral floor base unit,
baked enamel wall panel finishes to match toilet partitions as
specified in Section 10, integral cast drain, pressure - equalizing
mixing faucet, shower head, arm and flange, all as recommended by
the manufacturer.
15.1.16 Gas piping, where used, shall be black steel, schedule 40, rolled
seamless, suitable for painting without prior preparation, all in
conformance with the best practices of AGA and NFPA.
15.1.17 Insulate all cold /hot water piping in or above ceilings and in
walls. Insulate any roof drain piping routed above ceilings.
15.1.18 Tests:
a. Drainage and vent piping shall be tested before fixtures are
installed by capping the openings and filling the system with
water to top of highest vent and allowing to stand for not
less than one hour so as to prove the piping is tight.
b. Water supply piping shall be tested before fixtures are
connected by filling the system with water and allowing to .
stand for not less than four hours under hydrostatic pressure
of 100 psi.
c. Gas piping shall be filled with compressed air to 150 psi
and held for a period of four hours. Each joint shall be
checked with liquid soap or special liquid chemical for leaks.
15.1.19 It is intended that plumbing system shall be complete, finished and
ready to function in good operating condition. Contractor to verify
any special conditions or code - required items before bidding,whether
or not shown on drawings.
15.2 HVAC
15.2.1. Rules and Regulations
A. Install work in strict accordance with applicable rules,
regulations of local and state governments and other
authorities having lawful jurisdiction. In such case
that .a particular locality is not governed by a govern-
mental authority with local building codes and inspection
procedure, the Contractor shall conform to the National
Building Code for all such standards and guidelines.
B. Conform with, cooperate with, and assist other contractors
in conforming with trade jurisdiction rulings.
C. Drawings and specifications indicate the minimum standards
of construction, but should any work indicated be sub - standard .
to any ordinance, laws, codes, rules or regulation bearing on
the work, contractor shall execute work in accordance with
such ordinances, laws, codes, rules or regulations.
15.2.2. Permits, Fees & Inspections
Mechanical contractor to secure, pay for all necessary permits,
fees., taxes, inspections, and certificates therefore required
by local, state and federal ordinances, laws, rules and regulations
for installation indicated mechanical systems.
15.2.3. Services
Consult with local building officials, service companies to verify
requirements and costs for service and their installations in accordance
with specification, applicable codes and requirements.
15.2.4. Building Conditions
A. Location of equipment, piping and other mechanical work is
indicated diagrammatically by drawings. Determine exact
location of job, subject to structural conditions and work
of other contractors.
B. Make no major change nor decrease size of any ductwork or
equipment without written permission. Cutting of structural
members will only be done with prior approval.
15.2.5. Materials & Equipment
All equipment shall be new, of the best quality normally used
for the purpose in good commercial practice and be products of
reputable manufacture as indicated on plans.
15.2.6 Guarantee
The mechanical contractor shall guarantee that all equipment,
material and workmanship furnished by him is free of defects.
Should defects appear within one (1) year from date of install-
ation acceptance, same shall be repaired or replaced at no charge
to owner. Guarantee to include free warranty maintenance for first
year of system operation.
15.2.7 Performance
For final acceptance all systems, equipment, apparatus and
appliances shall operate satisfactorily as designed and
intended. Heating and cooling system should be balanced to
maintain uniform temperature throughout building.
15.2.8 Sheet Metal Work
A. Ductwork size, shape and location shall be in accordance
with plans as closely as possible.
B. Construction and materials as per ASHRAE recommendations
as approved. Ductwork shall be constructed to form smooth
suface inside and neat appearance outside. Joint spacing
8'0" 0.C. maximum. Cross break ducts over 18" wide. Gal-
vanized sheet metal of following minimum gauges:
26 Ga. up to 12" wide
24 Ga. 13" to 30" wide
C. Supply and return ducts to be insulated by one of the
following methods:
1. Internal insulation, glued, pinned with 1# to 1.511
density, 1" thick insulation.
2. Externally wrap and tape with 111 to 1.511 density, 1"
thick insulation, taped with foil backing to provide
proper vapor barrier.
D. Round branch ducts to be one of the following:(Flexible
duct not acceptable)
1. Rigid fiberglass air duct.
2. 26 Ga. galvanized steel pipe, externally wrapped and
taped with 11/ to 1.511 density, 1" thick insulation
with foil backing to provide proper barrier.
E. Joints and stiffers shall be provided as follows:
Slip joints up to 24" wide
Rib joints over 24" wide
F. Support ducts at 8' maximum intervals as follows:
Ducts up to 30" wide: 1" x 16 Ga. minimum strap hangers.
Downside of duct and turn under 2" minimum, attach with
sheet metal screws.
Ducts over 30" wide: use angle or 3/16" rods. Connect as
15.2.9. Exhaust System
Furnish and install exhaust.. fans as indicated on plans, complete
with all necessary accessories.
5.2.10 Furnish Heating and Air - Conditioning. as Scheduled ,.
A. Units to be combined system, all season equipment, .
consisting of gas fired or electric resistance heating
unit, blower. DX coil and air cooled condensing unit.
Thermostat with locking cover to be provided by mechanical
contractor.
.:Furnish,. install registers and diffusers as indicated on plans:,
A
16.1 ELECTRICAL
SECTION 16
ELECTRICAL
16.1.1 The complete electrical system shall conform to the applicable
rules of the National Electrical Code as well as to local laws
and codes.
16.1.2 Refer to all project drawings and fit all work accordingly with
the drawings indicating the relation of the wiring and fixtures.
All work to be coordinated with HVAC, plumbing and suspended
ceiling work for proper relation, clearance and location.
16.1.3 All materials, apparatus and equipment shall be new and shall
bear the Underwriter's Seal.
16.1.4 The complete system shall be free from grounds, short circuits
and open circuits.
16.1.5 The system of distribution for power and lighting shall be
arranged as is indicated on drawings, for a 60 -cycle service.
16.1.6 Furnish and install all power wiring to motors, heaters, mechanical
vquipment indicated or required. Wiring into motor or equipment
terminals shall be complete with associated motor starters and
disconnect switches.
16.1.7 Outlets shall be provided in the wiring system wherever required
for pulling of wiring, making connections, transitions from one
wiring method to another, for mounting of wiring devices, signal
devices and fixtures.
16.1.8 All exposed non - current - carrying metallic parts of electrical
equipment, conduit systems and neutral conductor of wiring system
shall be grounded.
16.1.9 All conduit and tubing shall meet local and national codes.
16.1.10 Conductors shall be 600 volt rubber or thermoplastic insulated copper
of 98% conductivity installed in conduit. The number of conductors
shall not be greater than the number for which the conduit is approved.
Conductors shall be a minimum of 1112 size AWG and shall be 75 ° C type.
Branch conductors shall be stranded type inside lighting fixtures,
type 90 ° C, 600 volt, size 1112 AWG.
16.1.11 Device plates shall be installed for all devices, boxes, etc., and
shall be suitable for the device installed.
16.1.12 Fixtures shall be as shown on the drawings and shall be installed
complete with new lamps of the proper type, wattage and voltage
rating. Ballasts shall be as required for condition.
16.1.13 All panelboards shall be standard dead -front type, with the
size and number of single and multi -pole branches as required
or indicated. Bus mains shall be copper for system voltage
and feeder size. Panelboards shall be complete with trim,
flush locking door, concealed hinges, directory frame and
completed directory cards. All panelboards shall have distributed
bussing and sequence numbering and shall be Square -D, I.T.E., G.E.,
or Cutler-Hammer, NLAB, no others accepted.
16.1.14 Electrical contractor shall coordinate work with local telephone
company and, if required, furnish and /or install conduits, outlets,
device plates., plywood backboards, etc., for phone wiring. Ground
phone to cold water line as required by the telephone company.
16.1.15 Electrical contractor shall provide service and make connections
to all mechanical equipment and signs, including building and
street signs, and to all fuel dispensing systems and components.
16.1.16
Romex cable is not acceptable wiring.
16.1.17 Electrical contractor shall leave his work in perfect working
and operating condition and shall guarantee same for not less
than a period of twelve (12) months from date of acceptance.
SPECIAL CONDITIONS
?6uaa CaKitr" f Zo 43 -4 r .e s*t c.4 d S- -o r 4-.9-e-
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OCC. LOAD
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v23
ADDRESS
202:1 152nd N. E. -- Redmond, Wa.
3
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ADDRESS
Greenville, South Carolina
PHONE
PLAN CHECKED BY DATE
i .7 . 76 r
APPROVED FOR PE IT BY ; ' ATE
111. 4 - 3/ 2 64?_s'
USES
SQ. FT.
OCC.
OCC. LOAD
fril SL"
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ADDRESS
202:1 152nd N. E. -- Redmond, Wa.
3
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ADDRESS
Greenville, South Carolina
PHONE
CONTRACTOR
Pioneer Construction Co. , Inc.
ADDRESS Wa.
4080 148th Ave. N. L. , Redmond
PHONE
( "206 ) 881 -1997.
AUTHORIZED AGENT
:vier}, 1!. Mundinger
LICENSE NO.
223-- 01- PI- Otd- EI- -235QT
VALUE OF WORK
x,10, 000. 0+
USE ZONE
Commercial
TYPE OF CONST Conc.
Lilt-up with
N
moo interior
f
ADJUSTED VALUE
FIRE PROTECTION SYSTEM
SPRINKLER DETECTOR
GRADING CUBIC YARDS N A
CUT FILL
TOTALS
SIZE OF UNIT
1920 S. Ft..
WORK TO BE DONE:
Remodel existing space for new tenant
020
DEPT. APPROVALS
2ND FL.
SENT
CORR.
APPR.
PLANNING
HEALTH
PUBLIC WORKS
[.,z 0
I H REB,Y.0 RTIFY 7 AT \I HAVE RE
El Q AND kXAMINED THIS
TIp AN D hj T E S/iME TO BkTAUE_ _ _ D CORRECT.
�`. 1�.a ; �: `.t. r. .\.-
FIRE
0-71AWATIZIMII
AMT.
DATE
REC. NO
REC. BY
P.C.
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SIGNATURE /
PIONEER CONSTRUCTION CO1�i ?ANY, INC.
JOB ADDRESS Mt t f'tikYt:IV I
9U.. Industry Drive-Slug. 270
Tukwila, W.
D �
•,...••
Orkin Ex c.e.r_rni�i`ti.
fncl Co , Inc.
DA 1 F APPL.
3/19/85
DESCRIPTION OF USE
Gfc. , WatcchouU;e, Svc. Center
LEGAL DESCRIPTION K o 11 Business Center ATTACHED ❑
Building 27 -0, Tukwila, Wa.
PROPERTY OWNER
Kull Business Center
ADDRESS
202:1 152nd N. E. -- Redmond, Wa.
PHONE
575 -0765
ENGINEER /ARCHITECT
P. A. 17��1c:n & Associates
ADDRESS
Greenville, South Carolina
PHONE
CONTRACTOR
Pioneer Construction Co. , Inc.
ADDRESS Wa.
4080 148th Ave. N. L. , Redmond
PHONE
( "206 ) 881 -1997.
AUTHORIZED AGENT
:vier}, 1!. Mundinger
LICENSE NO.
223-- 01- PI- Otd- EI- -235QT
VALUE OF WORK
x,10, 000. 0+
USE ZONE
Commercial
TYPE OF CONST Conc.
Lilt-up with
N
moo interior
f
ADJUSTED VALUE
FIRE PROTECTION SYSTEM
SPRINKLER DETECTOR
GRADING CUBIC YARDS N A
CUT FILL
SIZE OF BUILDING
SIZE OF UNIT
1920 S. Ft..
WORK TO BE DONE:
Remodel existing space for new tenant
1ST FL.
4 1, ti
2ND FL.
TOTALS
[.,z 0
I H REB,Y.0 RTIFY 7 AT \I HAVE RE
El Q AND kXAMINED THIS
TIp AN D hj T E S/iME TO BkTAUE_ _ _ D CORRECT.
�`. 1�.a ; �: `.t. r. .\.-
APPLICA-
FEES
AMT.
DATE
REC. NO
REC. BY
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PIONEER CONSTRUCTION CO1�i ?ANY, INC.
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DEMO.
COMPANY
DATE :.1/ .19/¢.15 PHONE 1206 88J -3997
f
TOTAL j151.1, (/U .
: . 1 9 F ' F MAR 19 1985 FAR
BUILDING P�RMIT BY W ILI •' • : • t iGnn
CITY USE ONLY
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13
Date
• Permit No
• ••••■■•■•••■10.
MY OF TIMM
APPROVED
MAR 2 et985
AS
RECEIVED
MAR 1 9 /9
BY
IUKWILA FIRE PREVENTION OUREC)
CONTRACT DOCUMENTS
•
Lessor_
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Contractor
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