HomeMy WebLinkAboutPermit D09-250 - KEY BANK - REROOFKEY BANK
REROOF
3434 S 152 ST
D09 -250
Parcel No.: 0041000495
Address: 3434 S 152 ST TUKW
Suite No:
Tenant:
Name: KEY BANK - REROOF
Address: 3434 S 152 ST , TUKVVILA WA
City Tukwila
Owner:
Name: KEY BANK OF WASHINGTON
Address: C/0 FIRST AMER TAX VALUATN , PO BOX 560807 75356
Phone:
Contact Person:
Name: KIEL LUNSFORD
Address: 8005 SE 28 ST , TUKWILA WA 98188
Phone: 206 510 -3605
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.ci.tukwila.wa.us
Contractor:
Name: BAYLEY CONSTRUCTION A GEN. PTNSHP
Address: PO BOX 9004 , MERCER ISLAND, WA 98040 -9004
Phone: 206 - 621 -8884
Contractor License No: BAYLECG034JC
DEVELOPMENT PERMIT
Permit Number: D09 -250
Issue Date: 12/17/2009
Permit Expires On: 06/15/2010
Expiration Date: 12/31/2009
DESCRIPTION OF WORK:
REMOVAL OF EXISTING ASPHALT SHINGLE ROOFING DOWN TO EXISTING SHEATHING. APPLY 40 LB FELT PAPER TO
SHEATHING AND ICE & WATER SHEILD AS INDICATED . INSTALL GAF 50 YR ASPHALT SHINGLES AND REPLACE
GUTTERS AS SHOWN.
Value of Construction: $20,375.00 Fees Collected: $773.07
Type of Fire Protection: International Building Code Edition: 2006
Type of Construction: VB Occupancy per IBC: 0008
doc: IBC -10/06
* *continued on next page **
D09 -250 Printed: 12 -17 -2009
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Permit Center Authorized Signature:
Signature:
Print Name:
doc: IBC -10/06
City oftukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 - 2451
Web site: http: / /wwwci.tukwila.wa.us
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Date:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the perfo ce of wor q I amrithorj£d to sign and obtain this development permit.
[ArkiLL7r,1
Permit Number: D09 -250
Issue Date: 12/17/2009
Permit Expires On: 06/15/2010
Date: i2/ 7 /v5
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
D09 -250 Printed: 12 -17 -2009
Parcel No.: 0041000495
Address:
Suite No:
Tenant:
doc: Cond -10/06
3434 S 152 ST TUKW
KEY BANK - REROOF
1: ** *BUILDING DEPARTMENT CONDITIONS * **
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D09 -250
ISSUED
11/25/2009
12/17/2009
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate
shall be provided to the building inspector.
6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
* *continued on next page **
D09 -250 Printed: 12 -17 -2009
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Signature:
Print Name:
k, tz Lu.vsr —�20
doc: Cond -10/06 D09 -250
/2 7/1) 9
Date: � i
ordinances governing
or local laws regulating
Printed: 12 -17 -2009
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
SITE LOCATION
Site Address: 3434 S. 152nd St, Seattle, WA 98188
Tenant Name: KeyBank
Property Owners Name: KeyBank
Mailing Address: 2025 Ontario St., 4th Floor
Name: Kiel Lunsford
Mailing Address: 8005 SE 28th St.
E -Mail Address: Kiel @Bayley.net
Company Name: Bayley Construction
Mailing Address: 8005 SE 28th St.
Contact Person: Kiel Lunsford
E - Mail Address: Kiel @Bayley.net
Contractor Registration Number: BAYLECG0034JC
Company Name: Jacobs
Mailing Address: 250 E. Broad St., Suite 1150
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
Contact Person: Pat Farrell
E -Mail Address: Patrick.Farrell @ jacobs.com
Company Name: Jacobs
Mailing Address: 250 E. Broad St., Suite 1150
Contact Person: Pat Farrell
E -Mail Address: Patrick.Farrell @jacobs.com
H:Wpplcations\Por ms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc
Revised: 1 -2009
bh
PO -2)
Building Permit No.
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
King Co Assessor's Tax No.:
Suite Number: Floor:
New Tenant: ❑ Yes ® ..No
Cleveland,
City
CONTACT PERSON - who do we contact when your permit is ready to be issued
Day Telephone: (206) 510 -3605
Mercer Island, WA 98040
City State
Fax Number: ( 343 -7728
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Mercer Island,
City State
Day Telephone: (206) 510 -3605
Fax Number: (206) 343 -7728
Expiration Date:
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Columbus,
City State
Day Telephone: (614) 437 -4300
Fax Number: (614) 437 -4304
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Columbus,
WA.
State
City State
Day Telephone: (614) 437 -4300
Fax Number: (614) 437 -4304
98188
Zip
Zip
WA 98040
Zip
OH 43215
Zip
OH 43215
Zip
Page 1 of 6
• •
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 20,375 Existing Building Valuation: $
Scope of Work (please provide detailed information): Removal of existing asphalt shingle roofing down to existing
Shea — h�� i •�s� . A pp H L-10119 .-e4 vPX fi0 5 hr -E1
ice A water 2s iral C A-F
ay Phz� 1 1 - 6 t /j12.\ 4 ve 2 ► 3 Le �t H t'.v s 2 S
Will there be new rack storage? ❑ Yes
D.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\ApplicationsWorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc
Revised: 1 -2009
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Page 2of6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1 Floor
2 Floor
Floor
Floors thru
Basement
Accessory Structure *
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
• •
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 20,375 Existing Building Valuation: $
Scope of Work (please provide detailed information): Removal of existing asphalt shingle roofing down to existing
Shea — h�� i •�s� . A pp H L-10119 .-e4 vPX fi0 5 hr -E1
ice A water 2s iral C A-F
ay Phz� 1 1 - 6 t /j12.\ 4 ve 2 ► 3 Le �t H t'.v s 2 S
Will there be new rack storage? ❑ Yes
D.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\ApplicationsWorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc
Revised: 1 -2009
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Page 2of6
•
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER O • AL
Signature:
Kiel L.nsfor
Print Name:
Mailing Address: 8005 SE 28th St
I Date Application Accepted: u I ,J 1 0
H:\Applications\ Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc
Revise& 1 -2009
bh
Date Application Expires:
•
Date: / /p
/Os
Day Telephone: (206) 510 -3605
Mercer Island, WA 98040
City
State Zip
Staff Initials:
Page 6 of 6
Parcel No.: 0041000495
Address: 3434 S 152 ST TUKW
Suite No:
Applicant: KEY BANK - REROOF
Receipt No.: R09 -01905
Initials: JEM Payment Date: 11/25/2009 03:00 PM
User ID: 1165 Balance: $0.00
Payee: KIEL G LUNSFORD
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA -
Authorization No. 00501C
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Account Code Current Pmts
000.322.100
000.345.830
640.237.114
RECEIPT
773.07
Total: $773.07
•
Permit Number: D09 -250
Status: PENDING
Applied Date: 11/25/2009
Issue Date:
Payment Amount: $773.07
465.80
302.77
4.50
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 11 -25 -2009
COMMENTS:
AA ( i l� A.-- f( "
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AC iq r o J f- j - C`I .g 6 ? WP
L J (iJtr L/e , S ,r.A, f 1cPJ per
ice__ ,.. A p nD 0 3 f
Date C
— .
Special Instructions:
Date Wanted:
,. a.m "
Requester:
__._ n 1 i A
Project:], �f �/�
J, /�'
Type of
(
, �� (I
�
Address:
3'431 S. (-c&
f
Date C
— .
Special Instructions:
Date Wanted:
,. a.m "
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
Doq- 2 S c)
PERMIT NO.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. EJ Corrections required prior to approval.
I 1 �S - r
Insp tor:
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
ti
Timberline® Select 4OTM
FILE COPY
Permit No. PM -1
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Field Cop wledged:
By
Date:
City Of 1Ukwila
BUILDING DIVISION
.
pop Sell Sheet
TM
SEPARATE PERMIT
REQUIRED FOR:
ti Mechanical
Electrical
Plumbing
'Gas Piping
City of Tukwila
BUILDING DIVISION
E� IEWED FOR
COMPLIANCE
APPROVED
DEC 0 1 2009
K
C
BUILDING � " Mwila
G DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division
NOTE: Revisions will require a new pI[ n F;lhm ttal
and may include addit;onal �.r; .• f_
RECEIVED
CITY OF TUKVVII.A
NOV 2 7 2009
PERMIT CENTER
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• Approx 64 Pieces/Square (Metric)
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Premium Roof Leak Protection
Description
Grace Ice & Water Shield has
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shingles for more than 20 years.
It has performed in the critical
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effects of ice dam build up
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Because of the unique properties
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gracec
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Features and Benefits
• Easy to Handle and Apply
The self - adhesive membrane
bonds firmly to the roof deck
without heat or special
adhesives. Water cannot seep
under the membrane.
Watertight seams are easily
formed. RIPCORD is a
unique, patented feature that
makes Grace Ice & Water
Shield easier to apply by
giving the applicator "split -
release on demand." Faster
application of the membrane
in the straight - aways, as well
as ease of membrane
positioning in detailed areas
(valleys, around dormers, etc),
are just some of the benefits.
• Foldless Release Paper
The foldless release paper
provides multiple
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fewer edge catches, 180° pull-
back, ease of membrane
cutting (single cuts) and
membrane positioning,
quicker one -man installs and,
therefore, an easier, more
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OR
ANCE
APPROVED
DEC 0 1 2009
Construction Products
Property
Value
Test Method
Color
Gray -Black
Thickness, Membrane
1.02 mm (40 mil)
ASTM D3767 Method A
Tensile Strength, Membrane
1720 kN /m (250 psi)
ASTM D412 (Die C Modified)
Elongation, Membrane
250%
ASTM D412 (Die C Modified)
Low Temperature Flexibility
Adhesion to Plywood
Unaffected @ -29 °C ( -20 °F)
525 N/m (3.0 lbs /in. width)
ASTM D1970
ASTM D903
Permeance (max)
2.9 ng/m Pa (0.05 Perms)
ASTM E96
Material Weight Installed (max)
1.3 kg /m (0.3 lb /ft
ASTM D461
Features & Benefits
Easy to Handle and Apply: The
self adhesive membrane bonds
firmly to the roof deck without
heat or special adhesives. Water
cannot seep under the membrane.
Watertight seams are easily formed.
RIPCORD is a unique, patented
feature that makes Grace Ice &
Water Shield easier to apply by
giving the applicator a "split -
release on demand." Faster
application of the membrane in
the straight - aways, as well as
ease of membrane positioning in
detailed areas (valleys, around
dormers, etc), are just some of
the benefits.
PRODUCT DATA
Roll Length
Roll Width
Roll Size
Packaging
Roll Weight
Rolls per Pallet
PERFORMANCE PROPERI'1ES
Ice Dams
Wind Driven Rain
22.9 m (75 ft)
914 mm (36 in.)
20.9m ft
corrugated cartons
27.9 kg (61.4 lbs)
35
Water from melting
snow over the
heated portion of
the house runs
down the roof, It
freezes at the cold
eave and an ice
dam begins to form
preventing
drainage.
Sloped roofs are
not waterproof.
They protect
structures by
shedding rain
water.
Foldless Release Paper:
The foldless release paper
provides multiple performance
enhancements: fewer edge
catches, 180° pull -back, ease of
membrane cutting (single cuts)
and membrane positioning,
quicker one -man installs and,
therefore, an easier, more
productive release.
Aesthetically Pleasing: Unlike
other forms of ice dam protection,
Grace Ice & Water Shield is
concealed by the finished roof-
ing, preserving the architectural
appearance of the roof.
Seals Around Nails: The
rubberized asphalt layer in
11.0 m (36 ft)
914 mm (36 in.)'
10.4 m (108 ft
corrugated cartons
15.3 kg (33.6 lbs)
25
As the ice dam
grows, water is
trapped behind It
and backs up
under the shingles.
Eventually It
reaches the roof
deck and leaks
through, damaging
the Interior of the
structure.
Storm driven winds
can cause sloped
roof coverings to lift.
Ram can then be
easay driven under
the roof covering
directly to the
unprotected roof
deck where ft causes
leaks and damage
to the Interior of the
structure.
Grace Ice & Water Shield seals
around roofing nails, resisting
leakage caused by water back-
up behind ice dams, or from
wind - driven rain.
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ethylene are combined to form
two waterproofing barriers
providing maximum protection.
Membrane Will Not Crack, Dry
Out or Rot: Grace Ice & Water
Shield resists attacks from fungus
and bacteria; maintaining its inte-
grity for long lasting protection.
Protects Under All Standard
Sloped Roof Coverings: Grace
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metal, as well as under
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resistant embossed surface to
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applicators.
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Shield resists this
leakage because
of the seal around
the fasteners, ability
to make watertight
laps, and the
membrane's bond
to the deck.
Grace Ice & Water
Shield applied
beneath the
sloped roof
covering helps
prevent wrnd-
dnven ram from
entering the
structure.
Seals around nails or fasteners. Fully adheres to
deck, resisting leaks from wind -driven rain or water
backup due to ice dams.
Proven Track Record: Grace
Ice & Water Shield is the name
brand in roofing underlayments
with a 25 year track record of
protecting roofs from ice dams
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Reroofable: Unlike some
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Grace Ice & Water Shield will
not adhere to the underside of
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Grace Ice & Water Shield can be
applied over the old Grace
underlayment (except over
Grace Basik ®) in retrofit
applications, making reroofing
easier, less costly (since there is
no need for removing the
existing underlayment), more
durable and environmentally
friendly (as the structural deck
remains intact avoiding the need
to purchase additional wood
decking).
Grace Technical Support: Grace
Ice & Water Shield is backed by
a team of local technical support
personnel that help ensure every
application goes smoothly.
Guidelines for Use
Grace Ice & Water Shield is
used as an underlayment for
sloped roofs to resist water
penetration due to water back-
up behind ice dams or wind -
driven rain. Grace Ice & Water
Shield also offers leak protection
in trouble prone spots like
valleys, skylights, protrusions
and other flashing areas.
Ice Dams
Grace Ice & Water Shield should
be used in conjunction with
designs which minimize ice dam
formation. In cold climates, it is
particularly important to provide
proper insulation and ventilation
to reduce the size of ice dams and
to avoid interior condensation.
Cathedral ceilings must include
ventilation between rafters to
allow for air flow to a ridge
vent. Well ventilated cold roof
designs are particularly important
in alpine regions to reduce the
size of ice dams which could
contribute to structural damage.
Several variables will influence
the height of ice dams and the
membrane coverage required.
1. Climate - The annual snow
fall will affect the amount of
membrane needed.
2. Slope - On a low slope, ice
dams will extend farther
inward from the roof edge.
3. Overhang - A wide overhang
will require more membrane
to reach the appropriate
point on the roof.
4. Insulation and Ventilation -
A very well insulated building
with a cold, well ventilated
attic will have smaller ice dams.
5. Valleys - Any valleys formed
by projections such as dormers
or roof direction changes are
likely to trap more snow and
cause larger ice dams.
6. Exposure - A northern
exposure or shaded areas will
generally contribute to larger
ice dams. While gutters may
make it easier for an ice dam
to start, large dams can occur
on roofs with no gutters.
Removing snow from a roof
edge or installing heat cables
may not prevent ice dam
formation, but may shift the
location of the ice dam.
Under certain conditions, a
dam can form at the edge of
the remaining snow.
Local building codes should
be consulted for specific
requirements.
Installation Procedure
Surface Preparation
Install Grace Ice & Water Shield
directly on a clean, dry,
continuous structural deck. Some
suitable deck materials include
plywood, wood composition,
wood plank, metal, concrete, or
gypsum sheathing. Remove dust,
dirt, loose nails, and old roofing
materials. Protrusions from the
deck area must be removed.
Decks shall have no voids,
damaged, or unsupported areas.
Repair deck areas before
installing the membrane.
Prime concrete, masonry surfaces
and Dens -Glass Gold® with
Perm -A- Barrier® WB Primer.
Prime wood composition and
gypsum sheathing with Perm -A-
Barrier WB Primer if adhesion is
found to be marginal (refer to
Technical Letter 12). Apply
Perm -A- Barrier WB Primer at a
rate of 6 -8 m (250 -350 ft /gal).
Priming is not required for other
suitable surfaces provided that
they are clean and clry.
Membrane Installation
Apply Grace Ice & Water Shield
only in fair weather when the
air, roof deck, and membrane
are at temperatures of 5 °C
(40 °F) or higher. Apply roof
covering material at temper-
atures of 5 °C (40 °F) or higher.
Cut the membrane into 3 -5 m
(10 -15 ft) lengths and reroll
loosely. Peel back 300 -600 mm
(1 -2 ft) of release liner, align the
membrane, and continue to peel
the release liner from the
membrane. Press the membrane
in place with heavy hand
pressure. Side laps must be a
minimum of 90 mm (3.5 in.)
and end laps a minimum of
150 mm (6 in.). For valley and
ridge application, peel the
release liner, center the sheet
1
over the valley or ridge, drape,
and press it in place. Work
from the center of the valley
or ridge outward in each
direction and start at the low
point and work up the roof.
Alternatively, starting with a
full roll of membrane, unroll
a 1 -2 m (3 -6 ft) piece of
membrane leaving the release
liner in place. Align the
membrane and roll in the
intended direction of membrane
application. Carefully cut the
release liner on top of the roll in
the cross direction being careful
not to cut the membrane. Peel
back about 150 mm (6 in.) of
the release liner in the
opposite direction of the
intended membrane application
exposing the black adhesive.
Hold the release liner with
one hand and pull the roll along
the deck with the release liner,
leaving the applied membrane
behind. Use the other hand to
apply pressure on the top of
the roll. Stop frequently to
press the membrane in place
with heavy hand pressure.
When finished with the roll
go back to the beginning,
reroll and pull the remaining
release paper from the material,
finishing the installation.
For successive membrane
courses, align the edge of the
release liner with the dashed
line provided on the surface
of the membrane to achieve
the 90 mm (3.5 in.) side lap.
Consistent with good roofing
practice, install the membrane
such that all laps shed water.
Always work from the low
point to the high point of the
roof. Apply the membrane in
valleys before the membrane is
applied to the eaves. Following
placement along the eaves,
continue application of the
membrane up the roof. The
membrane may be installed
either vertically or horizontally.
Use smooth shank, electro-
plated galvanized nails for
fastening shingles to get the
best seal. Hand nailing
generally provides a better seal
than power- activated nailing.
If nailing of the membrane is
necessary on steep slopes
during hot weather, backnail
and cover the nails by over-
lapping with the next sheet.
Extend the membrane on the
roof deck above the highest
expected level of water back-
up from ice dams and above
the highest expected level of
snow and ice on the wall
sheathing on vertical side
walls (dormers) and vertical
front walls for ice dam
protection. Consider a double
layer of membrane in critical
areas, such as along the eaves
or in valleys, in climates
where severe ice dams are
anticipated. Apply the
membrane to the entire roof
deck for wind -driven rain
protection. Apply a new layer
of Grace Ice & Water Shield
directly over the old Grace
underlayment in retrofit
applications following the
standard membrane applica-
tion procedure. Place metal
drip edges or wood starter
shingles over the membrane.
Precautions and Limitations
• Slippery when wet or
covered by frost.
• Consistent with good
roofing practice, always
wear fall protection when
working on a roof deck.
• Release liners are slippery.
Remove from work area
immediately after
membrane application.
• Do not leave permanently
exposed to sunlight. Cover
within 30 days.
• Do not fold over the roof
edge unless the edge is
pro - tected by a drip edge,
gutter or other flashing
material.
• Do not install on the
chamfered edges of wood
plank.
• Do not install directly on
old roof coverings.
• Certain product applications
are prohibited in hot desert
areas in the Southwestern
United States. Check with
your Grace Construction
Products representative.
• Check with the manufacturer
of the metal roofing system
for any special requirements
when used under metal
roofing. Do not install
directly under roof
coverings especially
sensitive to corrosion, such
as zinc, without providing
proper ventilation.
• Do not install under
copper, Cor -Ten ®, or zinc
metal roofing in high
altitudes. These roofs can
reach extremely high
temperatures due to the
low reflectivity, high
absorption, and high
conductivity of the metals.
Use Grace Ultra for these
roof types. Check with
your Grace Construction
Products representative.
• Provide proper roof
insulation and ventilation
to help reduce ice dams and
to minimize condensation.
Grace Ice & Water Shield
is an air and vapor barrier.
• Repair holes, frshmouths,
tears, and damage to
membrane with a round
patch of membrane
extending past the damaged
area 150 mm (6 in.) in all
directions. If fasteners are
removed leaving holes in
the membrane, it must be
patched. The membrane
may not self -seal open
fastener penetrations.
• Do not install fasteners
through the membrane
over unsupported areas of
the structural deck, such as
over the joints between
adjacent structural panels.
• Due to its slight asphaltic
odor, do not apply where
the membrane is exposed to
interior living space. Refer
to product literature for
more complete information.
• Not compatible with EPDM;
use Grace Ultra for tie -ins
(refer to Technical Letter 5).
• Not compatible with
polysulfides, flexible PVC,
or high concentrations of
resin (pitch). For more
information, refer to
Technical Letter 5.
Use Grace Ice & Water Shield on all of these
You know the "danger zones" where most
roof leaks happen. Protect those areas with
Grace Ice & Water Shield, and you create a
self - sealing barrier that neither melting snow
nor wind - driven rain can penetrate through
or travel beneath. It takes surprisingly little
Grace Ice & Water Shield to make danger
zones safe. It adds very little to the cost of a
Rake Edge
Confined Rake Edge
Door
Low Slope Area
Eave
Code Compliance
Grace Ice & Water Shield
meets the following standards:
• Underwriters Laboratories
Inc. Class A fire
classification under fiber-
glass shingles and Class C
under organic felt shingles
(per ASTM E108/UL 790)
• Underwriters Laboratories
Inc. Classified Sheathing
Material Fire Resistance
Classification with Roof
Designs: P225, P227,
P230, P237, P259, P508,
P510, P512, P514, P701,
P711,P717, P722, P723,
P732, P734, P736, P742,
P803, P814, P818,P824
Grace Ice & Water Shield'
Skylight
Valley
Chimney
Ridge
• International Conference of
Building Officials (ICBO -ES)
Report No. 3997
• Southern Building Code
Congress International
(SBCCIPST & ESI) Report
No. 941338
• Building Officials and Code
Administrators (BOCA -ES)
Evaluation Report No. 94 -33
• Miami -Dade County
NOA 99- 1108.05
• Canadian Construction
Materials Centre (CCMC)
12693 -R
• U.S. Department of
Housing and Urban
Development (HUD)
Materials Release 1056e
• City of Los Angeles RR
25330
critical areas
roofing job, but the benefits of using it are
obvious ... and important. That's why it's an
easy sell.
The more danger zones a sloped roof has, the
more sense it makes to use Grace Ice & Water
Shield. It neutralizes the danger zones in a
way felts can't.
Hip
Dormer
Windows
Grace Vycor Plus
Self- Adhered Flashing
Application Guidelines
Grace
Ultra
Grace
Ice & Water
Shield*
Grace
Select
Grace
Basik*
Desert Southwest United States
e
0
0
O*
Under Copper, Zinc or Cor -Ten®
In High Altitude Climates
•
0
Under Architectural Metal Roofs
0
0
0
Roofing In High Altitude /Alpine Region
Premium Protection From Severe Ice Dams
*
0
0
0
As A Vapor Barrier
0
e
e
0
As A Temporary Roof (see product specific
appropriate exposure guidelines)
0
0
0
0
GRACE UNDERLAYMENTS PRODUCT SELECTION MATRIX
*For application on wood substrates only
0 Best 0 Good
For Technical Assistance call toll free at 866 - 333 -3SBM (3726).
Visit our web site at www.graceconstruction.com
0 Not Recommended
W. R. Grace & Co.-Conn. 62 Whittemore Avenue
Grace In. & Water Shield. Basik. Perm -A- Barrier and Vycor are registered trademarks and RIPCORD is a trademark of W. R. Grace & Co. -Conn.
Cor -Ten is a registered trademark assigned to USX Corporation
Dens -Glass Gold is a registered trademark of G-P Gypsum Corporation
We hope the mformatioa here will be helpful. It is based on data and knowledge considered to be true and accurate and rs offered for the users' constdcranan, ravesnga ton
and verification, but we do not warrant the results to be obtained Please read all statements, recommendations or suggestions in conjunction with our conditions of sale,
which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright.
W. R. Grace & Co.-Coon., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc.. 294 Clements Road, West, Ajax, Ontario, Canada LIS 3C6.
These products may be covered by patents or patents pending Copyright 2004. W. R. Grace & Co.-Conn. GIWS -0■07 Printed in USA IAI4 FA/L1/3M
`a printed on recycled paper
Construction Products
• PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D09 - 250 DATE: 11 -27 -09
PROJECT NAME: KEY BANK REROOF
SITE ADDRESS: 3434 S 152 ST
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS: ' l �
B ding i
Public Works
Complete
Comments:
A_ k AVA
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE:
Planning Division
Permit Coordinator
Incomplete ❑ Not Applicable
12 -01 -09
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route n Structural Review Required ❑
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
11
Approved
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Documents/routing slip.doc
2 -28 -02
Approved with Conditions
No further Review Required ❑
DATE:
DUE DATE: 12 -29-09
Not Approved (attach comments) ❑
DATE:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
2
SAFECO
INS CO OF
AMERICA
5890663
01/01/2002
Until
Cancelled
12/31 /2000
ARCHIVED
$12,000.00
12/06/2001
1
SAFECO
INS CO
5890663
01/28/1997
01/01/2002
$6,000.00
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
ROBEREB375N0
ROBERT
E
BAYLEY
CONSTR
INC
CONSTRUCTION
CONTRACTOR
GENERAL
UNUSED
8/20/1963
12/31 /2000
ARCHIVED
Name
Role
Effective Date
Expiration Date
BAYLEY KEY MEMBERS INC
PARTNER
01/01/1980
BAYLEY HOLDINGS INC
PARTNER
01/01/1980
Untitled Page
General /Specialty Contractor
•
•
A business registered as a construction contractor with Lftl to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name BAYLEY CONST A GEN UBI No. 601771879
PARTNRSHP
Phone 2066218884 Status ACTIVE
Address PO BOX 9004 License No. BAYLECG034JC
Suite /Apt. License Type CONSTRUCTION
CONTRACTOR
City MERCER ISLAND Effective Date 4/3/1997
State WA Expiration 12/31/2011
Date
Zip 980409004 Suspend Date
County KING Specialty 1 GENERAL
Business Type Partnership Specialty 2 UNUSED
Parent
Company
her Associated Licenses
Business Owner Information
Bond Information
Insurance Information
I Insurancel Company Policy Number
Effective
Expiration
Page 1 of 3
CancellImpaired Amount l Received
https: // fortress .wa.gov /lni/bbip/Detail.aspx 12/1 7/2009
SPECIFICATIONS
SECTION 05 5213 - PIPE AND TUBE RAILINGS (CONT.)
D. PROVIDE ANCHORS AND OTHER COMPONENTS AS REQUIRED TO ATTACH TO
STRUCTURE, MADE OF SAME MATERIALS AS RAILING COMPONENTS UNLESS
OTHERWISE INDICATED; WHERE EXPOSED FASTENERS ARE UNAVOIDABLE
PROVIDE FLUSH COUNTERSUNK FASTENERS.
1. FOR ANCHORAGE TO CONCRETE, PROVIDE INSERTS TO BE CAST INTO
CONCRETE, FOR BOLTING ANCHORS.
2 FOR ANCHORAGE TO MASONRY, PROVIDE BRACKETS TO BE EMBEDDED IN
MASONRY, FOR BOLTING ANCHORS.
3. FOR ANCHORAGE TO STUD WALLS. PROVIDE BACKING PLATES, FOR BOLTING
ANCHORS.
4. POSTS: PROVIDE ADJUSTABLE FLANGED BRACKETS.
E PROVIDE SLIP-0N NON -WELD MECHANICAL FITTINGS TO JOIN LENGTHS, SEAL
OPEN ENDS, AND CONCEAL EXPOSED MOUNTING BOLTS AND NIIT5, INCLUDING
BUT NOT LIMITED TO ELBOWS, TSHAPES, SPLICE CONNECTORS, FLANGES,
ESCUTCHEONS, AND WALL BRACKETS.
203 ALUMINUM MATERIALS
A ALUMINUM PIPE: SCHEDULE 40; ASTM B 429B 429M, ASTM B 241B 24154. OR ASTM
B 483B 48354. NON -WELD MECHANICAL FITTINGS ( RUSH SET SCREWS). STRAIGHT
SPLICE CONNECTORS.
2.04 ALUMINUM FINISHES
A CLASS NATURAL ANODIZED FINISH: MAMA 611 AAM12C22A41 CLEAR ANODIC
COATING NOT LESS THAN 0.7 MILS THICK
B. CLASS !COLOR ANODIZED FINISH: MAMA 611 AA7Al2C22A42 INTEGRALLY
COLORED ANODIC COATING NOT LESS THAN 0.7 MILS THK2C
PART3 EXECUTION
101 PREPARATION
A APPLY ONE COAT OF BITUMINOUS PAINT TO CONCEALED ALUMINUM SURFACES
THAT WILL BE IN CONTACT WITH CEMENTRIOUS OR DISSIMILAR MATERIALS.
3.02 ERECTION TOLERANCES
A MAXIMUM VARIATION FROM PLUMB, OFFSET FROM TRUE AUGNMENT AND OUT OF
POSITION: 1/4 INCH
SECTION 06 1000 - ROUGH CARPENTRY
PART1 GENERAL
101 SECTION INCLUDES
A STRUCTURAL DIMENSION LUMBER FRAMING, NON-STRUCTURAL DIMENSION
LUMBER FRAMING, ROUGH OPENING FRAMING FOR DOORS, WINDOWS, AND
ROOF OPENINGS, UNDERLAYMENT, ROOF - MOUNTED CURBS. ROOFING
HAILERS, PRESERVATIVE TREATED W000 MATERIALS, FIRE RETARDANT
TREATED WOOD MATERIALS, COMMUNICATIONS AND ELECTRICAL ROOM
MOUNTING BOARDS, CONCEALED WOOD BLOCKING, NAILERS, FURRINGS,
SUPPORTS AND GROUNDS.
PART PRODUCTS
201 GENERAL REQUIREMENTS
A DIMENSION LUMBER COMPLY WI H PS 20 AND REQUIREMENTS OF SPECIFIED
GRADING AGENCIES.
1. SPECIES: DOUGLAS RR -ARCH. UNLESS OTHERWISE INDICATED.
2. GRADING AGENCY: ANY GRADING AGENCY WHOSE RULES ARE
APPROVED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARD
COMMITTEE (W W WALSC.ORG) AND WHO PROVIDES GRADING SERVICE FOR
THE SPECIES AND GRADE SPECIFIED, PROVIDE LUMBER STAMPED WITH
GRADE MAR( UNLESS OTHERWISE INDICATED.
B. LUMBER FABRICATED FROM OLD GROWTH TIMBER IS NOT PERMITTED.
C. PROVIDE SUSTAINABLY HARVESTED WOOD; SEE SECTION 016000 FOR
REQUIREMENTS
D PROVIDE WOOD HARVESTED WITHIN A 500 MILE RADIUS OF THE PROJECT SITE
FOR LOCALLYSOURCED PRODUCTS.
202 CONSTRUCTION PANELS
A SUBFLOORING: APA RATED SHEATHING.
1. EXPOSURE CUSS: EXTERIOR
2. SPAN RATING: 32)16 INCHES.
3. THICKNESS: 3)5 INCH, NOMINAL
B. WALL SHEATHING: APA STRUCTURAL I RATED SHEATHING, EXTERIOR
EXPOSURE CLASS, AND AS FOLLOWS
1. SPAN RATING: 24,0.
2. THICKNESS: 1/2 INCH, NOMINAL
C. WALL SHEATHING: PLYWOOD, PS I, GRADE C-0. EXPOSURE I.
D COMMUNICATIONS AND ELECTRICAL ROOM MOUNTING BOARDS: INTERIOR
GRADE, AO PLYWOOD ; 3/4 INCH THICK FLAME SPREAD INDEX OF 25 OR LESS,
SMOTE DEVELOPED INDEX OF 450 OR LESS, WHEN TESTED IN ACCORDANCE
WITH ASTM E 64.
E. OTHER APPLICATIONS:
1. CONCEALED PLYWOOD. PS 1, CC PLUGGED. EXTERIOR GRADE
2. EXPOSED PLYWOOD: PS 1, A-0, INTERIOR GRADE
203 ACCESSORIES
A FASTENERS AND ANCHORS:
1. METAL AND FINISH: HOT -DIPPED GALVANIZED STEEL PER ASTM A 153/A
15354 FOR HIGH HUMIDITY AND PRESERVATIVE- TREATED WOOD LOCATIONS,
UNFINISHED STEEL ELSEWHERE.
2. DRYWALL SCREWS: BUGLE HEAD, HARDENED STEEL POWER DRIVEN
TYPE, LENGTH THREE TIMES THICKNESS OF SHEATHING.
1 AN01065. TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW
MASONRY.
B. SUBFLOOR GLUE: WATERPROOF, WATER BASE, NR CURE TYPE, CARTRIDGE
DISPENSED.
2.04 FACTORY WOOD TREATMENT
A TREATED LUMBER AND PLYWOOD: COMPLY WITH REQUIREMENTS OF AWPA
U1 - USE CATEGORY SYSTEM FOEW0000i TREATMENTS DETERMINED BY USE
CATEGORIES. EXPECTED SERVICE CON0ITKNS, AND SPECIFIC APPLICATIONS.
1. FIRE - RETARDANT TREATED WOOD: MARK EACH PIECE OF WOOD WDH
PRODUCERS STAMP INDICATING COMPUANCE WITH SPECIFIED
REQUIREMENTS.
2. PRESERVATIVE- TREATED WOOD: PROVIDE LUMBER AND PLYWOOD
MARKED OR STAMPED BY AN ALSC- ACCREDDED TESTING AGENCY,
CERTIFYING LEVEL AND TYPE OF TREATMENT W ACCORDANCE WITH AWPA
STANDARDS
PART3 EXECUTION
3.51 BLOCKING, NATTERS, AND SUPPORTS
A PROVIDE FRAMING AND BLOCKING MEMBERS AS INDICATED OR AS REQUIRED
TO SUPPORT FINISHES, FIXTURES, SPECIALTY RESTS, AND TRIM
B. IN METAL STUD WALLS, PROVIDE CONTINUOUS BLOCKING AROUND DOOR AND
WINDOW OPENINGS FOR ANCHORAGE OF FRAMES, SECURELY ATTACHED TO
STUD FRAMING.
C. W WALLS, PROVIDE BLOCKING ATTACHED TO STUDS AS BACKING AND
SUPPORT FOR WALL - MOUNTED RENS. UNLESS ITEM CAN BE SECURELY
FASTENED TO IWO OR MORE STUDS OR OTHER METHOD OF SUPPORT I5
EXPLICITLY INDICATED.
D SPECIFICALLY. PROVIDE THE FOLLOWING NONSTRUCTURAL FRAMING AND
BLOCKING:
1. CABINETS AND SHELF SUPPORTS. WALL BRACKETS, HANDRAILS. GRAB
BARS, TOILET ROOM ACCESSORIES, DOOR STOPS, WALL PANELNG AND
TRIAL CHALKBOARDS, BULLETIN BOARDS AND MARKER BOARDS.
3.02 ROOF - RELATED CARPENTRY
A COORDINATE INSTALLATION OF ROOFING CARPENTRY WITH DECK
CONSTRUCTION, FRAMING OF ROOF OPENINGS, AND ROOFING ASSEMBLY
INSTALLATION.
B. PROVIDE PRESSURE TREATED WOOD CURBS AT ALL ROOF OPENINGS EXCEPT
WHERE SPECIFICALLY INDICATED OTHERWISE. FORM CORNERS BY
ALTERNATING LAPPING SIDE MEMBERS.
SECTION 081000- ROUGH CARPENTRY (CONT.)
3.03 CLEANING
A WASTE DISPOSAL COMPLY WITH THE REQUIREMENTS OF LOCAL BUILDING
ORDINANCES.
1. COMPLY WITH APPLICABLE REGULATIONS.
2. DO NOT BURN SCRAP ON PROJECT SITE OR BURN SCRAPS THAT HAVE
BEEN PRESSURE TREATED.
3. DO NOT SEND MATERIALS TREATED WITH PENTACHLOROPHENOL CCA
OR ACA TO CO. GENERATION FACILITIES OR - WASTE -TO- ENERGY'
FACILITIES.
B DO NOT LEAVE ANY WOOD, SHAVINGS, SAWDUST, ETC. ON THE GROUND OR
BURIED IN FILL
C. PREVENT SAWDUST MID WOOD SHAVINGS FROM ENTERING THE STORM
DRAINAGE SYSTEM.
SECTION 06 2000 - FINISH CARPENTRY
PMT GENERAL
1.01 SECTION INCLUDES
A FINISH CARPENTRY ITEMS, WOOD DOOR FRAMES, GLAZED FRAMES, WOOD
CASINGS AND MOLDINGS.
1.02 QUALITY ASSURANCE
A GRADE MATERIALS IN ACCORDANCE WITH THE FOLLOWING
1. LUMBER GRADING AGENCY: CERTIFIED BY ALSC.
2. PLYWOOD: CERTIFIED BY THE AMERICAN PLYWOOD ASSOCIATION.
3. HARDWOOD LUMBER GRADING: NHU GRADING RULES.
B FABRICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN FABRICATING THE
PRODUCTS SPECTRE) IN THIS SECTION WITH MINIMUM 5 YEARS OF
DOCUMENTED EXPERIENCE
1.03 REGULATORY REQUIREMENTS
A CONFORM TO APPLICABLE CODE FOR FIRE RETARDANT REQUIREMENTS.
PART2 PRODUCTS
201 MATERIALS - GENERAL
A UNLESS OTHERWISE INDICATED PROVIDE PRODUCTS OF OUALITY SPECIFIED
BY AWI ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED FOR
PREMIUM GRADE
202 LUMBER MATERIALS
A HARDWOOD LUMBER , SAWN, MAXDAUM MOISTURE CONTENT OF 6 PERCENT
SURABLE FOR STAIN FINISH
203 SHEET MATERIALS
A SOFTWOOD PLYWOOD EXPOSED TO VIEW: HARDWOOD FACE SPECIES AS
INDICATED, PLAIN SAWN, VENEER CORE; PS 1 GRADE A-B; GLUE TYPE AS
RECOMMENDED FOR APPLICATION.
204 ADHESIVE
A ADHESIVE: TYPE RECOMMENDED BY LAMINATE MANUFACTURER TO SUR
APPUCATION.
205 FASTENERS
A FASTENERS: OF SIZE AND TYPE TO SUIT APPLICATION; FINISH AS INDICATED
IN CONCEALED AND EXPOSED LOCATIONS.
B. CONCEALED JOINT FASTENERS: THREADED STEEL.
2.06 ACCESSORIES
A LUMBER FOR SHIMMING. BLOCKING.0.
B. SAFETY GLASS: LAMINATED GLASS COMPLYING WITH 16 CFR 1201 AND ANSI
Z97.1; CLEAR NOMINALLY 6 W4 THICK
C. STAIN AND SATIN FIMSH: REFER 10 FINISH SCHEDULE
D. WOOD FILLER SOLVENT BASE, TINTED TO MATCH SURFACE FINISH COLOR
PART 3 EXECUTION
3.01 ERECTION TOLERANCES
A MAXIMUM VARIATION FROM TRUE P050 06: 1/16 INCH.
B. MAXIMUM OFFSET FROM TRUE ALIGNMENT WTM ABUT7WG MATERIALS 1/32
11401.
SECTION 064100 - ARCHITECTURAL WOOD CASEWORK
PART GENERAL
1.01 SECTION INCLUDES
A SPECIALLY FABRICATED CABINET UNITS, COUNTERTOPS, CABINET
HARDWARE,FACTORY FINISHING AND PREPARATION FOR INSTALLING UTILITIES.
1.02 QUALITY ASSURANCE
A PERFORM WORK IN ACCORDANCE WITH AWOAWMAC ARCHITECTURAL
WOODWORK QUALITY STANDARDS ILLUSTRATED. PREMIUM QUALITY. UNLESS
OTHER QUALITY 15 INDICATED FOR SPECIFIC ITEMS.
B. MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN
MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM 5
YEARS OF DOCUMENTED EXPERIENCE.
C. MANUFACTURER QUALIFICATIONS: MEMBER IN G000 STANDING OF THE
ARCHITECTURAL WOODWORK INSTITUTE (AWL) OR THE ARCHITECTURAL
WOODWORK MANUFACTURERS ASSOCIATION OF CANADA (AWTUC) AND
FAMILIAR WITH THE AWIAWMAC OSI.
D. QUALITY CERTIFICATION: PROVIDE INSPECTION AND QUALITY CERTIFICATION
OF COMPLETED CUSTOM CABINETS IN ACCORDANCE WITH AWNAWMAC QUALITY
CERTFCATION PROGRAM.
PART2 PRODUCTS
2.01 MANUFACTURERS
A AS PROVIDED BY OWNER
B. SUBSTITUTIONS: SEE SECTION 016000 • PRODUCT REQUIREMENTS.
2.02 LUMBER MATERIALS
A SOFTWOOD LUMBER NIST PS 20; GRADED IN ACCORDANCE WITH AWIAWMAC
ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, GRADE
1I0101054; AVERAGE MOISTURE CONTENT OF 5-10 PERCENT.
B. HARDWOOD LUMBER NHL/ GRADED IN ACCORDANCE WITH AW1AWMAC
ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, GRADE
II/CUSTOM: AVERAGE MOISTURE CONTENT OF 5-10 PERCENT
203 PANEL MATERIALS
A SOFTWOOD FACED PLYWOOD:
B. EXPOSED SURFACES: NIST PS 1: APA AA GRADE, PWNSU(ED REDWOOD
FACE VENEER INTERIOR RATED ADHESIVES, CORE OF PARTICLEBOARD, MEDIUM
DENSITY FIBERBOARD OR ENGINEERED COMBINATION, THICKNESS AS
INDICATED,
C HARDWOOD FACED PLYWOOD: HPVA HP -1; GRADED IN ACCORDANCE WTM
AWIAWMAC ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED,
CORE OF PARTIC1E90AR0, MEDIUM DENSITY FIBERBOARD, STRAWBOARD, OR
ENGINEERED COMBINATION; TYPE OF GLIB RECOMMENDED FOR SPECIFIC
APPLICATION: THICKNESS AS REQUIRED: WITH FACE VENEER
0. PARTICLEBOARD: ANSI A208.1; MEDIUM DENSITY INDUSTRIAL TYPE AS
SPECIFIED IN AWIAWMAC ARCHITECTURAL WOODWORK QUALITY STANDARDS
ILLUSTRATED, COMPOSED OF WOOD CUPS BONDED WITH INTERIOR GRADE
ADHESIVE UNDER HEAT AND PRESSURE; SANDED FACES: THICKNESS AS
REQUIRED; USE FOR COMPONENTS INDICATED ON DRAWINGS.
E MEDIUM DENSITY FIBERBOARD (MDFI ANSI A208.2 TYPE AS SPECIFIED IN
AWL/AMMO ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED;
COMPOSED OF WOOD FIBERS PRESSURE BONDED WITH MOISTURE RESISTANT
ADHESIVE TO SUIT APPLICATION; SANDED FACES; THICKNESS AS REWIRED.
1. USE FOR PANTED COMPONENTS AND CONCEALED COMPONENTS.
F. HARDWOOD EDGE6ANDING: USE SOLID HARDWOOD 60076 I DING MATCHING
SPECIES, COLOR GRAN, AND GRADE FOR EXPOSED PORTIONS OF CABINETRY.
2.04 LAMINATE MATERIALS
A MANUFACTURERS:
1. WIL50NART INTERNATIONAL INC WWW WILSONART.COM.
B. HIGH PRESSURE DECORATIVE LAMINATE MPG.): NEMA LD 3. TYPES AS
RECOMMENDED FOR SPECIFIC APPUCATIONS AND AS FOLLOWS
1. HORIZONTAL SURFACES: HGS, 0.048 INCH NOMINAL THICKNESS, THROUGH
COLOR COLORS AS SCHEDULED, FINISH AS SCHEDULED.
2. VERTICAL SURFACES: VG5, 0.028 1501 NOMINAL THICKNESS, THROUGH
COLOR COLORS AS SCHEDULED, FINISH AS SCHEDULED.
SECTION 06 4100 - ARCHREC1URAL WOOD CASEWORK (CONT.)
3. FLAME RETARDANT SURFACES: HGF, 0.048 INCH NOMINAL THICKNESS,
THROUGH COLOR COLORS AS SCHEDULED, FINISH AS SCHEDULED.
4, CABINET LINER CTS, 0.020 INCH NOMINAL THICKNESS, THROUGH COLOR
COLORS AS SCHEDULED, FINISH AS SCHEDULED.
205 ACCESSORIES
A ADHESIVE: TYPE RECOMMENDED BY FABRICATOR TO SUIT APPLICATION.
B. FASTENERS: SIZE AND TYPE TO SUIT APPLICATION, THREADED CONCEALED
JOINT FASTENERS, AND GROMMETS.
C. BOLTS, NUTS, WASHERS, LAGS, PINS, AND SCREWS: OF SIZE AND TYPE TO
SUIT APPLICATION; GALVANIZED OR CHROME- PLATED FINISH IN CONCEALED
LOCATIONS AND STAINLESS STEEL OR CHROME-PLATED FINISH IN EXPOSED
LOCATIONS.
206 HARDWARE
A HARDWARE BHMA A156.9, TYPES AS RECOMMENDED BY FABRICATOR FOR
QUALITY GRADE SPECIFIED.
B. ADJUSTABLE SHELF SUPPORTS' STANDARD SIDE - MOUNTED SYSTEM USING
MULTIPLE HOLES FOR PIN SUPPORTS AND COORDINATED SELF RESTS, SATIN
CHROME FINISH, FOR NOMINAL 1 INCH SPACING ADJUSTMENTS.
C. DRAWER AND 0000 PULLS: V SHAPED WIRE PULL. STEEL WITH SATIN
FINISH, 4 INCH CENTERS
D. CABINET LOCKS: KEYED CYLINDER TWO KEYS PER LOCK STEEL WITH
CHROME FINISH.
E. CATCHES.
F. DRAWER SLIDES:
1. TYPE: STANDARD EXTENSION. COMMERCIAL GRADE, SIDE MOUNTED,
INTEGRAL STOP AND SELF CLOSING.
G. HINGES: EUROPEAN STYLE CONCEALED SELF-CLOSING TYPE, STEEL WITH
POLISHED FINISH.
207 SUE FINISHING MATERIALS
A STAIN, SHELLAC. VARNISH AND FINISHING MATERIALS: AS INDICATED ON
DRAWINGS AND SECTION 099000.
B. FINISHING: SITE FINISHED AS SPECIFIED ON DRAWINGS AND SECTION 09 9000.
PART 3 EXECUTION
3.01 ADJUSTING
A ADJUST INSTALLED WORK
3.02 CLEANING
A CLEAN CASEWORK COUNTERS, SHELVES, HARDWARE. FITTINGS, AND
FIXTURES.
SECTION 07 2100 - THERMAUSOUND INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A BOARD INSULATION AND 841700 AL VAPOR RETARDER AT CAVITY WALL
CONSTRUCTION, PERIMETER FOUNDATION WALL, AND UNDERSIDE OF FLOOR
SLABS,
B. BATT INSULATION AND VAPOR RETARDER W EXTERIOR WALL, CEILING. AND
ROOF CONSTRUCTION
C. BATT INSULATION FOR FILLING PERIMETER WINDOW AND DOOR SHIM SPACES
AND CREVICES IN EXTERIOR WALL AND ROOF.
D. BATT/SOUND INSULATION FOR INTERIM WALLS.
PART 2 PRODUCTS
201 MANUFACTURERS
A INSULATOR:
1. OWENS CORNINGWWW OWENSCORMNG.00
2. CERTAINTEED CORPORATION- WWW.CERTAINTEED.COM
3. DOW CHEMICAL COMPANY- WWW.DOWSTYROFOAM.COM
4. SUBSTITUTIONS: SEE SECTION 01 600)- PRODUCT REW0EMENTS.
2.02 BOARD INSULATION MATERIALS
A EXTRUDED POLYSTYRENE BOARD INSULATION ASTM C 578. TYPE X
EXTRUDED POLYSTYRENE BOARD WITH EITHER NATURAL SKIN OR CUT CELL
SURFACES; WITH TUE FOLLOWING CHARACTERISTICS:
1.RAME SPREAD INDEX 7508 LESS, WHEN TESTED W ACCORDANCE
WITH ASTM E 84.
2 SMOKE DEVELOPED INDEX: 450 OR LESS. WHEN TESTED W
ACCORDANCE WITH ASTM E 64.
3 BOARD THICKNESS: 1 -12 INCHES.
B. POLYISOCYANURATE BOARD INSULATOR; RIGID CELLULAR FOAM,
COMPLYING WITH ASTM C 1289; TYPE L ALUMINUM FOIL BOTH FACES; CLASS 1,
NON- REINFORCED FOAL CORE
1. FLAME SPREAD INDEX 7508 LESS, WHEN TESTED W ACCORDANCE
WITH ASTM E M.
2 SMOKE DEVELOPED D DEK 450 OR LESS, WHEN TESTED IN
ACCORDANCE WITH ASTM E 84.
3. BOARD THICKNESS: 2INCH.
203 BATT INSULATION MATERIALS
A BATT INSULATION: ASTM C 665; PREFORMED BATT; FRICTION FIT,
CONFORMING TO THE FOLLOWING:
1.00MBUSTIBILITY: NONCOMBUSTIBLE WHEN TESTED IN ACCORDANCE
WITH ASTM E 136, EXCEPT FOR FACING. IF ANY.
2. THICKNESS: INCH AS REQUIRED BY CODES AND INDICATED ON
DRAWINGS.
3. FACING: UNFACED.
4 FACING: ALUMINUM FOIL, ONE SIDE
SECTION 07 3113 - ASPHALT SHINGLES
PART 1 GENERAL
1.01 SECTION INCLUDES
A ASPHALT SHINGLE ROOFING, FLEXBLE SHEET MEMBRANES FOR EAVE
PROTECTION, UNDERLAYMENT, AND VALLEY PROTECTION AND ASSOCIATED
METAL FLASHINGS AND ACCESSORIES.
1.02 QUALITY ASSURANCE
A PERFORM WORK IN ACCORDANCE WITH 211E RECOMMENDATIONS OF NRCA
STEEP ROOFING MANUAL
B. PRODUCTS REQUIRED TO COMELY WITH FORE RESISTANCE CRRBUA lA
LISTED AND LABELED
1.03 ENVIRONMENTAL REQUIREMENTS
A DO NOT INSTALL SHINGLES OR EAVE PROTECTION MEMBRANE WHEN
SURFACE TEMPERATURES ARE BELOW 45 DEGREES F.
1.04 EXTRA MATERIALS
A SEE SECTION 01 6000 - PRODUCT REQUIREMENTS, FOR ADDITIONAL
PROVISIONS
B. PROVIDE 405E OF EXTRA SHINGLES OF EACH COLOR SPECIFIED.
PART2 PRODUCTS
201 SHINGLES
A MANUFACTURERS:
1. GAF MATERIALS CORPORATION: WLNW.GAF.COM.
2. OVENS CORNING CORP: VWNV.OWENSCORNWG.COM.
3. SUBSTITUTIONS. SEE SECTION 016000 • PRODUCT REQUREMENTS
B. ASPHALT SHINGLES' ASPHALT-COATED GLASS FELT, MINERAL GRANULE
SURFACED, COMPLYING WITH ASTM D 3461 CLASS A FIRE RESISTANCE WITH
MIN.4076 MANUFACTURERS WARRANTY.
1. SELFSEAIJNG TYPE, SQUARE. 034.0R TO BE SELECTED FROM
MANUFACTURERS STANDARDS.
2.02 ACCESSORIES
A NABS: STANDARD ROUND WIRE SHINGLE TYPE. OF HOT -DIPPED ZINC COATED
STEEL 12 GAGE 0.105 INCH SHANK DIAMETER 3/8 INCH HEAD DIAMETER OF
SUFFICIENT LENGTH TO PENETRATE THROUGH ROOF SHEATHING OR 314 INCH
INTO ROOF SHEATHING OR DECKING
B. STAPLES: STANDARD WIRE SHINGLE TYPE, OF HOT DIPPED LNC COATED
STEEL 16 GAGE, 0.62 INCH DIAMETER 15/16 INCH CROWN WIDTH, OF
SUFFICIENT LENGTH 70 PENETRATE THROUGH ROOF SHEATHING OR 314 INCH
INTO ROOF SHEATHING OR 060K160.
C. PLASTIC CEMENT: ASTM D 4586, ASPHALT ROOF CEMENT.
SECTION 07 3113 - ASPHALT SHINGLES (CONT.(
D. LAP CEMENT: FIBRATED CUTBACK ASRULLT TYPE, RECOMMENDED FOR USE
IN APPLICATION OF UNDERLAYMENT, FREE OF TOXIC SOLVENTS.
E RIDGE VENTS: PLASTIC, EXTRUDED WITH VENT OPENINGS THAT DO NOT
PERMIT DIRECT WATER OR WEATHER ENTRY: FLANGED TO RECEIVE
SHINGLES
203 METAL FLASHINGS
A METAL 714541NGS: PROVIDE SHEET PETAL EAVE EDGE, GABLE EDGE, RIDGE,
RIDGE VENTS, OPEN VALLEY FUSHWG. CHIMNEY FLASHING, DORMER
FLASHING. AND OTHER FLASHING INDICATED.
1. FORM FLASHINGS TO PROFILES INDICATED ON DRAWINGS.
PART 3 FECIMON
3.01 INSTALLATION - EAVE PROTECTION MEMBRANE
A INSTALL EAVE PROTECTION MEMBRANE FROM EAVE EDGE TO MINIMUM 4 FT
UP -SLOPE BEYOND INTERIOR FACE OF EXTERIOR WALL.
B. APPLY 41NCH WIDE BAND OF PLASTIC CEMENT OVER DECK FLANGE OF EAVE
EDGE FLASHINGS, AND EMBED MN 18 INCH WIDE STRIP OF EAVE PROTECTION
MEMBRANE. PLACE STARTER STRIP WITH EAVE EDGE FLUSH WITH FACE OF
FLASHINGS. SECURE IN PLACE. LAP ENDS MINIMUM 6INCHES.
C. APPLY LAP CEMENT AT RATE OF APPROXIMATELY 1 154 GAL/103 SD. FT OVER
STARTER STRIP.
D. STARTING FROM LOWER EDGE OF 015015R STRIP, LAY ADDITIONAL 36 INCH
WIDE STRIPS IN LAP CEMENT. TO PRODUCE A TWO PLY MEMBRANE. WEATHER
LAP PLIES MINIMUM 19 INCHES AND NAIL W PLACE. LAP ENDS MINIMUM 6
INCHES. STAGGER END JOINTS OF EACH CONSECUTIVE PLY.
302 INSTALLATION • UNDERLAYMENT
A AT ROOF SLOPES LESS THAN 4:12 INSTALL TWO LAYERS OF UNDERLAYMENT
OVER ENTIRE ROOF AREA WITH ENDS AND EDGES WEATHER LAPPED MINIMUM
4 INCHES. STAGGER ENO LAPS OF EACH CONSECUTIVE LAYER. NAIL IN PLACE.
B. ITEMS PROJECTING THROUGH OR MOUNTED ON ROOF: WEATHER UP AND
SEAL WATERTIGHT WITH PLASTIC CEMENT.
303 INSTALLATION - METAL FLASHING AND ACCESSORIES
A INSTALL FLASHINGS W ACCORDANCE WITH NRCA REQUIREMENTS.
B. WEATHER LAP JOINTS MINIMUM 21NCHES AND SEAL WEATHER TIGHT WITH
PLASTIC CEMENT.
C. SECURE IN PLACE WITH NAILS AT 12 INCHES ON CENTER. CONCEAL
FASTENINGS.
D. ITEMS PROJECTING THROUGH OR MOUNTED ON ROOFING: FLASH AND SEAL
WEATHER TIGHT WITH PU5T1C CEMENT.
3.04 INSTALLATION - SHINGLES
A INSTALL SHINGLES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
1. FASTEN INDIVIDUAL SHINGLES USING 2 NAILS PER SHINGLE, OR AS
REWIRED BY CODE, WHICHEVER IS GREATER
2. FASTEN STRIP SHINGLES USING 4 NAGS PER STRIP. OR AS REQUIRED
BY CODE, WHICHEVER IS GREATER
B. PLACE SHINGLES IN STRAIGHT COURSING PATTERN WITH 51NCH WEATHER
EXPOSURE TO PRODUCE OOLELE DOPINESS OVER FULL ROOF AREA
PROVIDE DOUBLE COURSE OF SHINGLES AT EAVES.
C. PROTECT FIRST COURSE OF SHINGLES 3/4 1601 BEYOND FASCIA BOARDS.
D. EXTE140 SHINGLES 1/2 INCH BEYOND FACE OF GABLE EDGE FASCIA BOARDS.
SECTION 07 5300 • EIASTOMERIC MEMBRANE ROOFING
PART 1 GENERAL
101 SECTION INCLUDES
A ELASFOMERIC ROOFING MEMBRANE, ADHERED CONVENTIONAL APPUCAT ON,
FLAT AND TAPERED INSULATION, VAPOR RETARDER DECK SHEATHING.
FLASHINGS, ROOF CANT STRIPS, STACK BOOTS, ROOFING EXPANSION JOINTS,
AND WALKWAY PADS.
102 QUALITY ASSURANCE
A PERFORM WORT( IN ACCORDANCE WITH NRCA ROOFING AND
WATERPROOFING MANUAL AND MANUFACTURER'S INSTRUCTIONS
B. MANUFACTURER WAUFICA1ONS: COMPANY SPECIALIZING IN
MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM 5
YEARS OF DOCUMENTED EXPERIENCE.
C. APPUCATOR QUALIFICATIONS: COMPANY SPECIALIZING W PERFORMING THE
WORK OF THIS SECTION WITH MINIMUM 5 YEARS DOCUMENTED EXPERIENCE
AND APPROVED BY MANUFACTURER
103 ENVIRONMENTAL REQUIREMENTS
A DO NOT APPLY ROOFING MEMBRANE DURING UNSUITABLE WEATHER
6. DO NOT APPLY ROOFING MEMBRANE WHEN AMBIENT TEMPERATURE IS
BELOW 40 DEGREES F OR ABOVE 90 DEGREES F.
C. DO NOT APPLY ROOFING MEMBRANE TO DAMP OR FROZEN DECK SURFACE OR
WHEN PRECIPRATION I5 EXPECTED OR OCCURRING.
D. DO NOT EXPOSE MATER/NS VULNERABLE TO WATER OR SUN DAMAGE IN
QUANTITIES GREATER THAN CAN BE WEATHERPROOFED THE SAME DAY.
104 WARRANTY
PART 2 PRODUCTS
201 MANUFACTURERS
A EPDM MEMBRANE MATERIALS (60 MIL):
1. CARLISLE SYNTEC INCORPORATED: WWV/.CAPoJSLESYNTEC.COM
2. FIRESTONE BUILDING PRODUCTS CO WWW.FIRESTONEEPCOCON.
3. GENFLE5 ROOFING SYSTEMS: VAVW.GENFLEX.COM.
4. SUBSTRUTIONS: SEE SECTION 016000 - PRODUCT REQUIREMENTS.
B. INSULATION:
1. GAF MATERIALS CORPORATION: *500.051.0554 .
2. DOW CHEMICAL CO WWW.DOW.COM.
3. OWENS CORNING CORP: WWW.OWENSCORNING.COM
4. SUBSTITUTIONS: SEE SECTION 016000 • PRODUCT REQUIREMENTS.
202 ROOFING - UNBALLASTEDA PIJC*IWNS
A ELASTOMERIC MEMBRANE ROOFING: COMPLY WITH NRCA SPECIFICATION
PATE OVER 1/2 DENS DECK SHEATHING AND RIGID INSULATION.
B. ROOFING A:0E!BLY REOURE!E/TS:
1. ROOF COVERING EXTERNAL FIRE - RESISTANCE CLASSIFCATION: UL
CUSS A
2 FACTORY MUTUAL CLASSIFICATION CLASS I AND WINDSTORM
RESISTANCE OF I-90. W ACCORDANCE WITH FM DS 1 -28.
3. INSULATION THERMAL VALUE (R), MINOJUMAS REQUIRED BY BUILDING
CODES.
C. ACCEPTABLE INSULATION TYPES • CONSTANT THICKNESS APPLICATION. AIY
OF THE TYPES SPECIFIED.
1. MINIMUM 2 LAYERS OF POLYISOCYANURATE BOARD.
203 ACCESSORIES
A STACK BOOTS. PREFABNICA TELL FLEXIBLE 6001 AND COLLAR FOR PPE
STACKS THROUGH MEMBRANE; SANE MATERIAL AS MEMBRANE
B. CANT AND EDGE STRIPS: WOOD FIBERBOARD. COMPATIBLE WITH ROOFING
MATERIALS; CANTS FORMED T045 DEGREE ANGLE.
C. SHEATHING ADHESIVE NONCOMBUSTIBLE TYPE FOR ADHERING GYPSUM
SHEATHING TO METAL DECK
D. SHEATHING JOINT TAPE PAPER TYPE. SELF ADHERING.
E INSULATION JOINT TAPE GLASS FIBER REINFORCED TYPE AS RECOMMENDED
BY INSULATION MANUFACTURER COMPATIBLE WITH ROOFING MATERIALS; 6
INCHES WIDE; SELF ADHERING.
F. IN5IAATION FASTENERS: APPROPRIATE FOR PURPOSE INTENDED AND
APPROVED BY ROOFING MANUFACTURER
G. MEMBRANE ADHESIVE: AS RECOMMENDED BY MEMBRANE MANUFACTURER
H. SURFACE CONDITIONER FOR ADHESIVES. COMPATIBLE WITH MEMBRANE AND
ADHESIVES.
I WSIIUTION ADHESIVE AS RECOMMENDED BY INSULATION MANUFACTURER.
J. ROOFING NAILS: NON- FERROUS TYPE, SIZE AND CONFIGURATION AS
REWIRED TD 5117 APPLICATION.
K STRIP REGLET DEVICES: GALVANIZED STEEL MAXIMUM Pr/SSwl F LENGTHS
PER LOCATION WITH ATTACHMENT FLANGES.
L SEALANTS: AS RECOMMENDED BY MEMBRANE MANUFACTURER
SECTION 07 5300 - ELASTOMERC MEMBRANE ROOFING (CONT.)
PART3 EXECUTION
3.01 FIELD QUALITY CONTROL
A SEE SECTION 01 4000 - QUALITY REQUIREMENTS, FOR GENERAL REQUIREMENTS
FOR FIELD QUALITY CONTROL AND INSPECTION.
B. REQUIRE SITE ATTENDANCE OF ROOFING AND INSULATION MATERIAL
MANUFACTURERS DAILY DURING INSTALLATION OF THE WORK
302 CLEANING
A REMOVE BITUMINOUS MARKINGS FROM FINISHED SURFACES.
B. W AREAS WHERE FINISHED SURFACES ARE SOILED BY WORK OF THIS SECTION,
CONSULT MANUFACTURER OF SURFACES FOR CLEANING ADVICE AND CONFORM
TO THEIR DOCUMENTED INSTRUCTIONS.
C. REPAIR OR REPLACE DEFACED OR DAMAGED FINISHES CAUSED BY WORK OF THIS
SECTION.
3.03 PROTECTION OF FINISHED WORT(
SECTION 07 6200- SHEET METAL FLASHING AND TRIM
PART1 GENERAL
1.01 SECTION INCLUDES
A FABRICATED SHEET METAL REM5, INCLUDING FU5HINGS. COUNTER FLASHINGS,
GUTTERS. DOWNSPOUTS, SHEET METAL ROOFING, AND OTHER REAS INDICATED IN
SCHEDULE, REGLETS AND PRECAST CONCRETE SPLASH PADS.
102 QUALITY ASSURANCE
A PERFORM WORT( IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET METAL
MANUAL REQUIREMENTS AND STANDARD DETAILS, EXCEPT AS OTHERWISE
INDICATED.
B. FABRICATOR AND INSTALLER QUALIFICATIONS COMPANY SPECIALIZING IN SHEET
METAL WORK WITH 5 YEARS OF DOCUMENTED EXPERIENCE
PART PRODUCTS
201 SHEET MATERIALS
A PRE-FINISHED GALVANIZED STEEL ASTM A 653AA 653M, WITH 0980215 ZINC
COATING; MINIMUM 0.02 INCH THICK BASE METAL SHOP PRECOATED WITH
MODIFIED SILICONE COATING.
1. MODIFED SIUCONE POLYESTER COATING: PIGMENTED ORGANIC COATING
SYSTEM. MAMA 2603; BAKED ENAMEL FINSH SYSTEM; 00.06 AS SCHEDULED
B. ALUMINUM ASTM B 209 (75TM B 20954(/ 0.032 INCH THICK; ANODIZED FINISH OF
00106 AS SELECTED.
C. PRE-FINISHED ALUMINUM: ASR/ B 209 (/5751 B 209M); 0.032 INCH THICK PLAIN
FINISH SHOP PRE COATED WITH FLUOROPOLYMER COATING OF COLOR AS
SELECTED.
1. FLUOROPOLYMER COATING: HIGH PERFORMANCE ORGANIC FINISH, AMU
2604; MULTIPLE COAT, THERMALLY CURED FLUOROPOLYMER FINISH SYSTEM:
COLOR AS SCHEDULED.
202 ACCESSORIES
A FASTENERS: GALVANIZED STEEL WITH SOFT NEOPRENE WASHERS. PRIMER ZINC
CHROMATE TYPE. SEALANT: SPECIFIED IN SECTION 079005, PLASTIC CEMENT: ASTM
D 4586, TYPE 1, REGLET9: SURFACE MOUNTED GALVANIZED STEEL, SOLDER: ASTM
6 32
203 GUTTER AND DOWNSPOUT FABRICATION
A GUTTERS: SMACNA ARCHITECTURAL SHEET METAL MANUAL, RECTANGULAR
PROFILE
B. DOWNSPOUTS: RECTANGULAR PROFILE.
C. GUTTERS AND DOWNSPOUTS: SIZE FOR RAINFALL INTENSITY DETERMINED BY A
STORM OCCURRENCE OF 1 IN 5 YEARS IN ACCORDANCE WITH MAGNA
ARCHITECTURAL SHEET METAL MANUAL.
D. ACCESSORIES: PROFILED TO SUIT GUTTERS AND DOWNSPOUTS.
1. GUTTER SUPPORTS: BRACKETS.
2 DOWNSPOUT SUPPORTS: BRACKETS.
E. SPLASH PADS: PRECAST CONCRETE TYPE, OF SIZE AND PROFILES INDICATED;
MINIMUM 3000 MAT 28 DAYS. WITH 54)534 M 5 PERCENT AIR ENTRAINMENT
F. DOWNSPOUT BOOTS: PLASTIC.
G. SEA METAL JOINTS.
SECTION 07 8400 - FIRESTOPPING
PART 1 GENERAL
1 01 SECTION INCLUDES
A FIRESTOPPING MAIERULS.
B. FIRESTOPPING OF ALL PENETRATIONS AND INTERRUPTIONS TO FIRE RATED
ASSEMBLIES, WHETHER INDICATED ON DRAWINGS OR NOT, AND OTHER OPENINGS
INDICATED.
1 02 QUALITY ASSURANCE
A FIRE TESTING: PROVIDE FIRESTOPPING ASSEMBUES OF DESIGNS WHICH PROVIDE
THE SCHEDULED FIRE RATINGS WHEN TESTED IN ACCORDANCE WITH METHODS
INDICATED.
1 LISTING IN TIE CURRENT -YEAR CLASSIFICATION OR CERTIFICATION BOOKS
OF UL FM, OR ITS (WARNOCK HERSEY) WILL BE CONSIDERED AS CONSTITUTING
AN ACCEPTABLE TEST REPORT.
2 SUBMISSION OF ACTUAL TEST REPORTS IS REQUIRED FOR ASSEMBLIES
FOR VOUCH NONE OF THE ABOVE SUBSTANTIATION EXISTS.
B. MANUFACTURER QUALIFICATIONS: COMPANY SPECULQNG IN MANUFACTURING
THE PRODUCTS SPECIFIED IN THIS SECTOR 11TH MINIMUM 5 YEARS DOCUMENTED
EXPERIENCE
C. INSTALLER OW WFICATIONS COMPANY SPECIAUZING W PERFORMING THE WORK
OF THUS BECTON AND
1 APPROVED BY FACTORY MUTUAL RESEARCH UNDER FM STANDARD 4991.
APPROVAL OF FIRESTOP CONTRACTORS.
2 WITH MINIMUM 3 YEARS DOCUMENTED EXPERIENCE INSTAWNG WORK OF
THIS TYPE.
3. ABLE TO SHOW AT LEAST 5 SATISFACTORILY COMPLETED PROJECTS OF
COMPARABLE SIZE AND TYPE.
4. APPROVED BY FIRESTOPPING MANUFACTURER.
D. INSTALLING MECHANICS QUALIFICATIONS: TRAINED BY RRESTO7PING
MANUFACTURER AND ABLE TO PROVIDE EVIDENCE THEREOF
PART 2 PRODUCTS
2.01 FRESTOPPING 555516L ES
A FIRESTOPPING: ANY MATERIAL MEETING REQUIREMENTS.
t . FIRE RATINGS: SEE DRAWINGS FOR REQUIRED SYSTEMS AND RATINGS
B. FIRESTOPPING AT UNINEULATED METALLIC PIPE MD CONDUIT PENETRATIONS, OF
DIAMETER 4 INCHES OR LESS. ANY MATERIAL MEETING REQUIREMENTS.
C. FIRESTOPPING AT COMBUSTIBLE PPE AND CONDUIT PENETRATIONS, OF
DIAMETER 4 INCHES OR LESS: ANY MATERIAL MEETING REQUIREMENTS.
D. 181570 RNG AT UNINSULATED METALLIC PIPE AND CONDUIT PENETRATIONS. OF
DIAMETER 4 INCHES OR LESS: ANY MATERIAL MEETING REQUIREMENTS.
E FIRESTOPPING AT CABLE TRAY PENETRATIONS: ANY MATERIAL MEETING
REQUIREMENTS.
F. 1RESTOPPING AT CABLE PENETRATIONS, NOT IN CONDUIT OR CABLE TRAY:
CAULK OR PUTTY,
G. FIRESTOPPING AT CONTROL JOINTS (WITHOUT PENETRATIONS): ANY MATERIAL
MEETING REWIREMENI5.
H. FIRESTOPPING BETWEEN EDGE OF FLOOR SUB AND CURTAIN WAIL (WITHOUT
P60451 110505 GLASS FIBER OR MINERAL FIBER S4F4NG W0UUTION.
202 MATERIALS
A FIRESTOPPING SEALANTS: PROVIDE ONLY PRODUCTS HAVING LOWER VOLATILE
ORGANIC COMPOUND (AC) CONTENT THAN REQUIRED BY SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 60.1168
B. EIASTOMERIC SIUCONE FIRESTOPPING: SINGLE COMPONENT SIUCONE
ELASTOMERIC COMPOUND AND COMPATIBLE SIUCONE SEALANT
C. FOAM FIRESTOPPPING: SINGLE COMPONENT FOAM COMPOUND
D. FIBER COMPOUND FIRESTOPPING. FORMULATED COMPOUND MIXED WITH
INCOMBUSTIBLE NON-ASBESTOS RBERSi
E PEER FWESTOP MINERAL FIBER INSUATION USED N COMLUNCTION WITH
ELASTOMERC SURFACE SEALER FORMING NRTGNT BOND TO OPENING.
DISCLAIMER: NOT ALL SPECIFICATION
SECTIONS APPLY TO THIS LOCATION.
JACOBS
250 E. BROAD ST., SURE 1150, COLUMBUS, OH 43215
(614) 437.4300 FAX (614) 437-4304
REVIEWED FOR
CODECOMPLIANCE-
APPROVED
DEC 0 1 20U9
City ofct kwiIa
BUILDING DIVIQInn'
RECEIVED
CITY OF TUKVVI ILA
NOV 2 7 2009
PERMIT CENTER
Client:
0
KeyBank
2025 ONTARIO ST, 4TH FLOOR
CLEVELAND, OHIO 44115
Project:
2008 BRANCH
MODERNIZATION
PROGRAM
PID# 3872
RIVERTON HEIGHTS
3434 SOUTH 152ND ST.
SEATTLE, WA 98188
No.
0
B
A
Date
06-25 -09
05-05-09
04 -09-09
Designed By:
PDX
Issue/Revision
ISSUE FOR CONSTRUCTION
ISSUE FOR PERMIT BID
DESIGN DEVELOPMENT
Drawn By
KAH
Checked By:
MKS
Project No.: F5W86602
Scale; AS NOTED
Sheet Title;
SPECIFICATIONS
b0°I - 2S1)
Drawing No.:
G -103
_ANDS OF
HAWLE" E'd'ER.R!SES, INC.
PARCEL NG. 00
KNC CC. F.C.S NO. 2000021
ASPHALT S. 152ND STREET
(50' PUBLIC RIGHT —OF —WAY)
O ARCHITECTURAL SITE PLAN
1
SCALE 1,22
P.O.B.
SURVEYOR'S DESCRIPTION
GENERAL NOTES O SHEET KEYNOTES
1. ALL NOTES ARE FOR REFETWCE ONLY MESS NOTED 1. EGSTING ArrPSSOI F PARKING SPACE
0111ERIMSE,
2. SIGNS ARE TO BE INSTALLED BY LICENSED SIGN
CONTRACTOR UNDER A SEPARATE SIGN PERMIT.
/ O
oi
50.
/
/
REVIEvvED FOR
CODE COMPLIANCE
APPPAvFD
DEC ( hug
City of Tukwila
BUILDING oImInN
0 10' 20' 40' 60' NORTH
SCALE 1'= 20'
JAC
250 E. BROAD ST., SURE 1150, COLUMBUS, OH 43215
(614) 437-4300 FAX (614) 437-4304
RECEIVED
CITY OF TUKI ILA
NOV 2 7 2009
PERMIT CENTER
Client:
0,
KeyBank
2025 ONTARIO ST, 4TH FLOOR
CLEVELAND, OHIO 44115
Project:
2008 BRANCH
MODERNIZATION
PROGRAM
PI D# 3872
RIVERTON HEIGHTS
3434 SOUTH 152ND ST.
SEATTLE, WA 98188
No.
0
B
A
Date
06-25-09
04-09.09
Designed By:
PDX
Issue /Revision
ISSUE FOR CONSTRUCTION
05-05-09 ISSUE FOR PERMIT / BID
DESIGN DEVELOPMENT
Drawn By:
KAH
Checked By:
MKB
Project No.: F5W86602
Scale: AS NOTED
Sheet Title:
ARCHITECTURAL
SITE PLAN
Drawing No.:
AS -100
mom
........•••••••rnmenamammum
C) SOUTH-ELEVATION
SCALE 1 /13
GRACE ICE AND WATER SHIELD
FULL ROLL-TO EMEND MINDAUM OF
4 GUTTER EDGE
EXLSTING ROOF SHEATHING
.040 KUMINUM BOX GLTTER VERIFY
SIZE 64 RELD, GUTTER TO 86 07280
TO BE SUPPORTED BY GUTTER FORM
AND SHALL NOT SAG FINISH 70 66
(MK BRONZE.
Danko BOX GUTTER FORM,
REPLACE AS NECESSARY AND UNE
WITH GRACE ICE AND WATERSHIELD
P6105 10 INSTALLATION OF GLTTIER
NORTH-ELEVATION
C) GUTTER DETAIL
SCALE 1
NEW SHINGLES
GRACE ICE AND WATER SHIELD
EXTEND FROM GUTTER OVER DRIP
EDGE A MINIMUM Of
640 AUJMINUM DRIP EDGE FINISH
KYNAR 500004110
OUTUNE OF EOSTING FASCIA
GUTTER DROP TO EXTEND FULL
LENGTH REQUIRED TO BE SINGLE
PIECE FROM GUTTER TO DOWN
SPOUT DIFFI MINUMIN OVER LAP AT
DOWNSPOUT TO BE 4. DROP TO BE
FORMED WITH PITTSBURGH LOCK
AND SEALED TO BE WATER norm
O EAST-ELEVATION
SCALE tre
WEST - ELEVATION
SCALE: irr-v-o•
GENERAL SHEET NOTES
1. ALL DITERIOR BRICK SURFACE SHALL BE PRESSURE WASHED
W/ REQUIRED SCIVENTS.
0 SIGNS ARE TO PE INSTALLED BY UCENSED SIGN
CONTRACTOR UNDER A SEPARATE SIGN PERMIT.
0 SHEET KEYNOTES
1. NEW IN-UNE LED SIGNAGE
0 NEW .040 ALUMINUM BOX GUTTER SEE DETAIL 6/A.201
3. NEW SURROUND *7 *164
4. NEW DIMENSIONAL SHINGLE ROOF-COLOR COOL
BARKWOOD-COLOR 70 88 CONRRMF_D BY KEY BANK
ASSUME FULL TEAR OFF, CONTRACTOR TO DISPOSE OF
SH
6. APPLY WINDOW FRAI TO INTERIOR SIDE OF EXISTING
WINDOW GLAZING. REFER TO SSORES UNDER
SPECIFICATIONS SECTION 04 8, GLAZING
7. POWER WASH aTERIOR BRICK
A
11. NEW .032 ALUMINUM DOWNSPOUT SIZE TO MATCH COSTING,
FINISHED KYNAR 500 DARK BRON:a
REVIEWED FOR
CODE COMPLIANCE
APDanvED
DEC 0 1 2H9
City of Tukwila
BUILDING DIVISION
- ••■••••••
JACOBS
250 E. BROAD ST., SUITE 1150, COWMBUS, OH 43215
(614) 437-4300 FAX (614) 4374304
Client
.
RECEIVED
CITY OF TUKWILA
NOV ?72009
•
KeyBank
2025 ONTARIO ST, 4TH FLOOR
CLEVELAND, OHIO 44115
Project:
2008 BRANCH
MODERNIZATION
PROGRAM
PID# 3872
RIVERTON HEIGHTS
3434 SOUTH 152ND ST.
SEATTLE, WA 98188
No.
1
0
Date
06-19-09
06-25-09
Designed By:
PDX
Issue/Revision
PERMIT COMMENT
ISSUE FOR CONSTRUCTION
13 I 05-05-09 ISSUE FOR PERMIT /BID
A 104-09-09 I DESIGN DEVELOPMENT •
Drawn By:
KAH
Checked By:
MKB
Project No. F5W86602
Scale: AS NOTED
Sheet Title:
EXTERIOR ELEVATIONS
Drawing No.:
A-201