HomeMy WebLinkAboutPermit D17-0250 - AT&T - AWNINGAT&T
16415 SOUTHCENTER PKWY
Dl 7-0250
Parcel No:
Address:
0
City of Tukwila
0
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
5379200290
DEVELOPMENT PERMIT
16415 SOUTHCENTER PKWY
Project Name: AT&T
Permit Number: D17-0250
Issue Date: 10/11/2017
Permit Expires On: 4/9/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
ARGUS GROUP/BDS SARM
10500 NE 8TH ST STE 1930 ,
BELLEVUE, WA, 98004
LUKE WALKER
18375 OLYMPIC AVE S TUKWILA, WA,
98188
RAINIER INDUSTRIES LTD
18375 OLYMPIC AVS , TUKWILA, WA,
98188
RAINI IL066QP
SUE BUXBAUM
10500 NE 8TH ST, STE 850 , BELLEVUE,
WA, 98004
Phone: (425) 981-1214
Phone: (425) 251-1800
Expiration Date: 1/11/2019
DESCRIPTION OF WORK:
1 WEDGE AWNING @ 84 LINEAL FEET X 36" TALL X 24" DEEP
Project Valuation: $17,050.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction:
Electrical Service Provided by: TUKWILA
Fees Collected: $795.96
Occupancy per IBC:
Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
Permit Center Authorized Signature:
It/ A
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development peymit and agree to theonditions attached to this permit.
Signature:
Print Name:
Date: /04/777
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center,
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.
7: The special inspections for steel elements of buildings and structures shall be required. All welding shall be
done by a Washington Association of Building Official Certified welder.
8: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
9: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
10: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop
drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings
shall be maintained on the site and available to the building inspector for inspection purposes.
11: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work
included in the permit, the structural observer shall submit to the Building Official a written statement that
the site visits have been made and identify any reported deficiencies which, to the best of the structural
observer's knowledge, have not been resolved.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
4046 SI-EPDXY/EXP CONC
4004 SI -WELDING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. 11 7 cT),12j0
Project No.
Date Application Accepted: Ott (1
Date Application Expires: 9211\
(For office se only)
CONSTRUCTION PERMIT APPLICATION
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**
SITE LOCATION
Site Address: 16415 Southcenter Parkway
Tenant Name: AT&T
PROPERTY OWNER
Name: Luke Walker
Name: SARM Enterprises
City: Tukwila State: WA Zip: 98188
Address: 10500 NE 8th St Suite 1930
Email: lukew@rainier.com
City: Bellevue State: WA
Zip: 98004
CONTACT PERSON — person receiving all project
communication
Name: Luke Walker
Address: 18375 Olympic Ave S
City: Tukwila State: WA Zip: 98188
Phone: (425) 981-1214 Fax:
Email: lukew@rainier.com
GENERAL CONTRACTOR INFORMATION
Company Name: Rainier Industries
Address: 18375 Olympic Ave S
City: Tukwila State: WA Zip: 98188
Phone: (42 5) 251-1800 Fax:
Contr Reg No.: RAINIIL066QP Exp Date: 10/01/2017
Tukwila Business License No.: BUS -0100320
H:1Applicatiose\Fours-Applications On Line1201 1 ApplicatiotsTermit Application Revised . 8.9-I I.docs
Revised: August 2011
bh
King Co Assessor's Tax No.: 5379200290
Suite Number: Floor:
New Tenant: ❑ Yes J „No
ARCHITECT OF RECORD
Name: Sue Buxbaum
Company Name: Rainier Industries
Company Name:
Engineer Name: Thomas Swanson
Architect Name:
City: Tukwila State: WA
Address:
Phone: (425) 981-1214 Fax:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name: Sue Buxbaum
Company Name: Rainier Industries
City: Bellevue State: WA Zip: 98004
Engineer Name: Thomas Swanson
Address: 18375 Olympic Ave S
City: Tukwila State: WA
Zip: 98188
Phone: (425) 981-1214 Fax:
Email: thomass@rainier.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: Sue Buxbaum
Address: 10500 NE 8th St Suite 850
City: Bellevue State: WA Zip: 98004
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 17,050
Describe the scope of work (please provide detailed information):
1 wedge awning @ 84 lineal feet x 36" tall x 24" deep
Will there be new rack storage? ❑ Yes
Existing Building Valuation: $ 1,191,300
Z.. 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? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Fomes-Applications On Line1201 I Applications\Permit Application Revised - 8-9-I I.doea
Revised: August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
. IBC
Type of
Occupancy per
IBC
1st Floor
4,636
2"d Floor
3'd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
• Detached Carport
Covered Deck ..
Uncovered Deck
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? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Fomes-Applications On Line1201 I Applications\Permit Application Revised - 8-9-I I.doea
Revised: August 2011
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Page 2 of 4
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.
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).
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 O)'NER.OR AUTHORIZED AGENT:
Signature:
27iti4en„
Print Name: 1_ L4, Kt Wit ( Ker
Mailing Address: I g 37 S 61y ""� r Avt 5
H:\Applications\Fours-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I I.does
Revised: August 2011
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Date:
Day Telephone:t1LS q1'/ —/2
T '1t Wig lig)d
City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
Receipt Number
R12546
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$493.40
D17-0250. Address: 16415 SOUTHCENTER PKWY . App: 9379200290 '
$493.40''.
Credit Card Fee
$14.37
Credit Card Fee
R000.369.908.00.00
0.00
$14.37
DEVELOPMENT
$456.43:
PERMIT FEE
R000.322.100.00.00
0.00
$451.93
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$22.60'.
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$22.60
TOTAL FEES PAID BY RECEIPT: R12546
$493.40
Date Paid: Wednesday, October 11, 2017
Paid By: TONY D JACKSON
Pay Method: CREDIT CARD 033787
Printed: Wednesday, October 11, 2017 2:18 PM 1 of 1
ifeWSYSTEMS
DESCRIPTIONS
.PermitTRAK
ACCOUNT QUANTITY
PAID
$302.56 .;.
D17-0250 Address: 16415 SOUTHCENTER PKWY
Apn: 5379200290
$302;96,.;
Credit- Card Fee
Credit Card Fee
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R12325
R000.369.908.00.00
R000.345.830.00.00
0.00
0.00
$8.81
$293.75
$302.56
Date Paid: Friday, September 15, 2017
Paid By: TONY JACKSON
Pay Method: CREDIT CARD 016987
Printed: Friday, September 15, 2017 8:38 AM 1 of 1
CRWSYSTEMS
INSPECTION RECORD
50
1\V
Retain a copy with permit
�f7-��
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367
Permit Inspection Request Line (206) 438-9350
Project:
��- r(pr•VE / 4)
Type of Inspection:
Bo/LP/AG Fan -4_
Address:
/4,y/5 awn-ear/ER %wY
Date Called:
Special Instructions:
Date Wanted:a.m:
/1-717
Requester:
Phone No:
y23- 970 --/2O7
Approved per applicable codes. O Corrections required prior to approval.
COMMENTS:
2}K - BO/ L -D) N - fThf
Inspector:
Date:
ll -717
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
M7-1)296
Project:
Ar .t 7—
Type of Inspection:
/901-P /G /2 Nmi---
Address:
/1905 Savrikkivi '/
Date Called:
Special Instructions:
m//
Date Wanted:
//`6 /7
a.m.
p.m.
Requester:
Phone No:
52/C
yZ5---?'-t267
ElApproved per applicable codes. OCorrections required prior to approval.
COMMENTS:
/ I. k /A/S" e' 'c.77CY
Inspector:
Date: `/-4 ` /
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
1
2
3
4
P:\D
REVI`~.`ONS
No chances shl h m;,d, to the scope
of work withot.t prior approval of
Tukwila Bui;;ging Division.
' r" flTE: Revisions will require a new Wan submittal
c i 7.clrlr+onal plan review fees.
5 Ski-r P ATE ,�E;-,�. FT
,-�s•`t"-� 1 � �::
-1:"hl SfFA fes:', f�,�•.
l Mechanical
el Electrical
Plumbing
Gas Piping
City of Tukwila
7
8
REVISION HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
09/06/2017
FUNCTION: PROVIDE SHELTER
NOTES:
ORIGINAL DESIGN CONCEPTS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS AND ARE THE
PROPERTY OF RAINIER INDUSTRIES, LTD. ANY REPRODUCTION OF THIS DESIGN CONCEPT WITHOUT
WRITTEN CONSENT IS EXPRESSLY FORBIDDEN.
DELIVERABLES
DESCRIPTION
QTY
NEW AWNING (5 FRAMES)
1
Plot Plan O
East and South Side Awning
Scale: 1/16" = 1'-0"
S\DEVELOPMENT\Sher Partners\392029 - One Wedge Awning\392029-1-1 - one wedge corner awning\Drawing\plot plan.dwg, 9/8/2017 2:22:15 PM, DWG To PDF.pc3
FILE COPY
Permit No. pli-O'tD
I review approval is subject to errors and omissions,
:rarer of construction documents does not authorize
Motion of any adopted code or ordnance. Receipt
proved Field Copy and conditions admowledget
BY: /—
Date: WM/
/7
City of Tukwila
BUILDING DIVISION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2017
1FP-
C�1 of Tukwila
a
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
SEP 1 5 2017
PERMIT CENTER
11- OW
SHEET INDEX
PAGE
SHEET DESCRIPTION
DEPARTMENT
P1
PLOT PLAN
P2
ELEVATION VIEW NEW AWNING
P3
ATTACHMENT VIEW NEW AWNING
IM
EAST AND SOUTH SIDE WEDGE AWNING
.X=±1/4"
XX = ± 1/16"
ANGLES = ± 1°
SHER PARTNERS
PLOT PIAN
RAINfER
EPP
N/A
RAINIER INDUSTRIES LTD.
392029-1-1
P1
P:\D
REVISION HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
07/07/2017
ELEVATION VIEW - FRONT
EAST AND SOUTH SIDE WEDGE AWNING
Scale: 1/4" =1'-0"
S\DEVELOPMENT\Sher Partners\392029 - One Wedge Awning\392029-1-1 - one wedge corner awning\Drawing\plot plan.dwg, 9/8/2017 2:22:18 PM, DWG To PDF.pc3
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2011
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
SEP 152017
PERMIT CENTER
EAST AND SOUTH SIDE WEDGE AWNING
.X=±114"
.XX =±1116"
ANGLES = ± 1°
SHER PARTNERS
ELEVATION VIEW NEW AWNING
RAINIER INDUSTRIES LTD
N/A
392029-1.1
P2
2
3
B
-•••— 5" TOP
4 I 5
6
7
REVISION HISTORY
DESCRIPTION
8
A
PRELIMINARY DWG
TCS
07/07/2017
EXISTING WALL (BY OTHERS)
CAULK-GEOCEL 2300
AWNING TOP BAR
FABRIC
I-
N
C
7/
3/16" THICK x 1" WIDE Z -BRACKET
(1 EVERY 37 O.C. - TOP BAR)
#14 HEX HD. TEK SCREW
5/16"x3" LAG BOLTS
OR RATED ANCHOR
2'-0" PROJECTION
2015 IBC 3105.4
Awnings and canopy materials.
Awnings and canopies shall be provided with an
approved covering that meets the fire propagation
performance criteria of, Test Method 1 or Test
Method 2, .as appropriate, of NFPA 701 or has al
flame spread index not greater than 25 when
tested in accordance with ASTM E 84 or UL 723.
Wall Lag Bolt Upper Attachment
Scale.
istin Wall
5/16"x3" LAG BOLTS
OR RATED ANCHOR
3/16" THICK x 1" WIDE Z -BRACKET
(1 EVERY 64" O.C. - BOTTOM BAR)
#14 HEX HD. TEK SCREW
•
ELEVATION VIEW - SIDE A
EAST AND SOUTH SIDE WEDGE AWNING
TYP FOR ALL FRAMES
Scale: 1/2" =1'-0"
P:\D S\DEVELOPMENT\Sher Partners\392029 - One Wedge Awning\392029-1-1 - one wedge corner awning\Drawing\plot plan.dwg, 9/8/2017 2:22:24 PM, DWG To PDF.pc3
RECEIVED
CITY OF TUKWILA
AWNING BOTTOM BACK BAR SEP 1 5 2017
Wall Lag Bolt Lower Attachment
Scale: 6" = 1'-0"
RIEWED FOR
OD COMPLIANCE
OPPROVED
OCT 0 6 2017
City of Tukwila
BUILDING DIVISION
oFf"ES(ARM
EAST AND SOUTH SIDE WEDGE AWNING
.X = ± 1/4" 61iER PARTNERS
.XX = ± 1/16"
ANGLES = ± 1°
ATTACHMENT METHOD
RAINIER INDUSTRIES LTD WA CRAWING
392029-1-1
P3
GENERAL NOTES
1. These drawings have been prepared primarily to safeguard against major structural damage and loss of life,
not to limit damage or maintain function -as per requirements of the current accepted building code as listed in
the Basis for Design.
2. An experienced licensed contractor with a working knowledge of applicable codes and industry accepted
standard practices shall perform the work depicted in these drawings.
3. All work shall conform to the minimum standards of the current governing building code and industry specific
specifications and standards. The contractor shall comply with requirements of all regulatory agencies with
authority over any portion of the work. Work not explicitly shown on these drawings shall conform to all
applicable codes and accepted standard practices.
4. The contractor shall verify all dimensions, elevations and conditions on these drawings with the architectural
and all other discipline drawings prior to start of construction. Notify architect or EOR in writing before the start
of construction regarding discrepancies, omissions or variations, or they shall become the sole responsibility of
the contractor. Notes and the specific details on these drawings take precedence over general structural notes
and typical details.
5. Construction methods are not indicated on these drawings. The contractor shall be solely responsible for all
methods, sequences and procedures of construction. The contractor shall provide adequate shoring, bracing,
formwork, etc. as required for the protection of life and property during construction.
6. Openings, pockets, etc. larger than 6 inches shall not be placed in structural members unless specifically
detailed on these drawings. When drawings by others show items in structural members not shown on the
structural drawings, notify the engineer in writing to determine correct disposition.
7. Site visits by the EOR are a resource for the contractor and shall not be considered as special inspections.
8. General inspection and special inspection shall be performed during construction as required by the local
goveming municipality.
BASIS FOR DESIGN
1. Governing Building Code: 2015 International Building Code
2. Risk Category: II
3. Roof Loads:
Dead Load = self weight + 0.25 psf misc. dead load
Live Load = 5 psf (non-reducible)
Snow Load = 25 psf (minimum required snow load)
4. Wind Design:
Basic Wind Speed = 110 mph
Wind Exposure = C
Mean Roof Height = less than 15'-0"
5. Seismic Design:
Wind loads govern lateral structural design.
FILE NAME: P:\DTS\DEVELOPMENT\SHER PARTNERS1392029 - ONE WEDGE AWNING \392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
10.03.2017
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/28/2017
APR
STRUCTURAL ALUMINUM
1. All aluminum alloys shall be minimum 6061-T6 with minimum tensile yield stress 35 ksi, U.N.O.
2. All aluminum welds shall conform to current aluminum specifications.
3. Aluminum parts shall be welded with an inert gas shielded arc or resistance welding process. No welding
process that requires a welding flux shall be used. Only filler alloys complying with the governing code and
specifications requirements shall be used.
4. All welds of structural members shall be performed by welders qualified in accordance with the governing
code procedures.
5. Welding of aluminum shall be in accordance with nationally recognized standards.
6. Oxygen cutting of aluminum alloys shall not be permitted.
7. Where aluminum alloy parts are in contact with dissimilar metals (other than stainless, aluminized or
galvanized steel) or absorbent building materials likely to be continuously or intermittently wet, the faying
surfaces shall be painted or otherwise separated in accordance with the current aluminum specifications.
8. During erection, structural aluminum shall be adequately braced and fastened to resist dead, wind and
erection loads.
FASTENERS
1. Screws shall be self -tapping hex head sheet metal screws with current ICBO/ICC rating for material into
which installation occurs.
2. Screws which are removed shall be replaced with a larger diameter screw where replacement is made into an
existing hole. Replace all screws which strip out material.
3. Screws shall be spaced no closer than 5/8" o.c. and maintain a minimum free edge distance of 1/2", U.N.O.
4. Clip angles or flat clips used for attachment shall be a minimum of 33 mils, U.N.O. Size all clip angles and
flat clips to maintain minimum screw spacing and edge distances as noted above.
5. All screws #8 and larger shall have a minimum head size of 5/16". All screws shall have sufficient length to
ensure penetration into aluminum/steel by at least (2) full diameter threads.
6. All screws shall be a minimum of #8 self -tapping screws, U.N.O.
7. All anchors installed into concrete shall be Hilti KB TZ expansion anchors (ESR -1917) or Hilti HIT -RE 500 -SD
adhesive anchors (ESR -2322). All anchors installed into CMU shall be Hilti KB III expansion anchors (ESR -
1385) or Hilti HIT-HY 70 adhesive anchors (ESR -2682). Approved equivalent anchors with curr
reports may be used at the contractor's discretion.
8. All bolts shall be installed as bearing -type connections with threads excluded from shear plan
connection), U.N.O. High-strength bolts shall be snug tightened using any AISC approved meth
require special inspections unless noted otherwise. All bolts in slotted or oversize holes and all
bolts shall be installed with washers.
SPECIAL INSPECTION
1. All required special inspections shall be performed in accordance with the current accepted b
Check with the local building department for required special inspections.
2. The special inspector shall be a qualified person who shall demonstrate competence, to the s
local building department, for the inspection of the particular type of construction or operation re
inspection.
,t IC►EWED FOR
CD'E COMPLIANCE
d and d*PPROVED
gh-strength
OCT 0 6 2017
ilding code.
CIt
c
ai
of Tukwila
G DIVISION
3. The special inspector shall inspect the work assigned for conformance with the approved contract drawings
and specifications. The special inspector shall fumish inspection reports to the local building department, pei
EOR and other designated persons required by the governing building official. All discrepancies shall be (+l
brought to the immediate attention of the contractor for correction, and then if uncorrected in a reasonable
period of time, the EOR and the building official shall be notified. The special inspector shall submit a final
signed report stating whether the work requiring special inspection was, to the best of the inspectors knowledg
constructed in conformance with the approved plans and specifications and the applicable building code
provisions
4. Inspectors shall inspect from an approved set of contract drawings, shop drawings shall not be used in lieu
RECEIVED
TY OF TUKWILA
the approved contract drawings for inspection purposes.
5. Certificate of approval regarding materials and inspection of prefabricated items shall be provided in
accordance with the current accepted building code.
CORRE TION
LTR#�
e,
OCT 04 2017
IMIT CENTER
.XX = ± 1/16"
ANGLES = ± 1°
EAST AND SOUTH SIDE WEDGE AWNING
SHER PARTNERS
RAINIER INDUSTRIES LTD
ENGINEERING NOTES
vg
N/A
392029-1-1
AGE
PO.5
FRAME 1
FRAMEBREAK 3
FRAMEBREAK 4
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
FUNCTION: TO PROVIDE COVER
NOTES:
ORIGINAL DESIGN CONCEPTS ARE PROTECTED UNDER FEDERAL COPYRIGHT
LAWS AND ARE THE PROPERTY OF RAINIER INDUSTRIES, LTD. ANY
REPRODUCTION OF THIS DESIGN CONCEPT WITHOUT WRITTEN CONSENT IS
EXPRESSLY FORBIDDEN.
FRAMEBREAK 1
FRAMEBREAK 2
FRAME4
10.03.2017
PAGE SHEET DESCRIPTION
P0.5 ENGINEERING NOTES
DEPARTMENT
SCOPE OF WORK
PLOT PLAN
FRAME2
FRAME 3
RECEIVED
CITY OF TUKWILA
OCT 04 2011
ISOMETRIC VIEW OF EAST AND SOUTH SIDE WEDGE AWNING
QTY (1)
DELIVERABLES
DESCRIPTION
QTY
WEDGE AWNING 94' WIDE, 36" TALL, 24" PROJECTION (5 FRAMES)
1
ILE NAME: P:\DTS\DEVELOPMENT\SHER PARTNERS\392029 - ONE WEDGE AWNING\392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO1
PERMIT CENTER
P3 ELEVATION VIEW
P4 ISOMETRIC CUT LIST FRAME 1
P5
P6
WEDGE DETAIL FRAME 1
M
ISOMETRIC CUT LIST FRAME 2
P7 WEDGE DETAIL FRAME 2
P8 ISOMETRIC CUTLIST FRAME 3
P9 WEDGE DETAIL FRAME 3
P10 ISOMETRIC CUT LIST FRAME 4
.X = ± 1/4"
.XX =±1/16"
ANGLES = ± 1°
WEDGE DETAIL FRAME 4
P12 ISOMETRIC CUT LIST FRAME 5
P13 WEDGE DETAIL FRAME 5
AN
1n.oEscnunon
EAST D SOUTH SIDE WEDGE AWNING
SHER PARTNERS
RAINIER INDUSTRIES LTD
M
M
M
M
M
M
M
SCOPE OF WORK
Pta
N/A
392029-1-1
P1
1
2
3
4
5
6
7
8
PAD'
REVISION HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
09/06/2017
Plot Plan A
East and South Side Awning
Scale: 1/16" =1'-0"
S\DEVELOPMENT\Sher Partners\392029 - One Wedge Awning\392029-1-1 - one wedge corner awning\Drawing\plot plan.dwg, 9/7/2017 9:02:49 AM, Adobe PDF
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 062017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
OCT 04 2017
PERMIT CENTER
10.03.2017
EAST AND SOUTH SIDE WEDGE AWNING
.X = ± 1/4" SHTR PARTNERS
.XX =±1/16"
ANGLES = ± 1°
PLOT PLAN
411110 RAINIER INDUSTRIES LTD
N/A
392029-1-1
P2
1
2
3
4 5
6
7
8
660"
EAST VIEW OF EAST AND SOUTH SIDE AWNING ASSEMBLY
SOUTH VIEW OF EAST AND SOUTH SIDE AWNING ASSEMBLY
TYP
1/8V
10.03.2017
24" projectio
TYP
n
SECTION A -A
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
0.25-14 x lin Tek Screw
RAFTER
11
EXISTING WOOD STUD
(BY OTHERS)
II
P!'4g 1
FOR
'y F LIANCE
" - ROVED
3-8x3 Lag Bolt
Or Rated Anchor
Single Hole Z bracket
AWNING BACK BAR
0.25-14 x 1 in Tek Screw
Single Hole Z bracket
OCT 06• 7
REAR B
UPPER A IACHMENT DETAIL E
IVERY3eity of Tukwila
BUILDING DIVISION
�1%O0DN'STUD
(BY OTHERS)
R
3-8x3 Lag Bolt .
Or Rated Anchor
ECEIVED
OF TUKWILA
OCT 04 2017
PERMIT CENTER
LOWER ATTACHMENT DETAIL F
EVERY 64"
EAST AND SOUTH SIDE WEDGE AWNING
.X =± 1/4'
.XX = ± 1/16"
ANGLES = ± 1°
SHER PARTNERS
ELEVATION VIEW
aaccx RAINIER INDUSTRIES LTD
N/A
392029-1-1
P3
FILE NAME: P:\DTS\DEVELOPMENT\ SHER PARTNERS\392029 - ONE WEDGE AWNING \392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
— 401"
I
E
_�
A�
I
Z
ao
SOUTH VIEW OF EAST AND SOUTH SIDE AWNING ASSEMBLY
TYP
1/8V
10.03.2017
24" projectio
TYP
n
SECTION A -A
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
0.25-14 x lin Tek Screw
RAFTER
11
EXISTING WOOD STUD
(BY OTHERS)
II
P!'4g 1
FOR
'y F LIANCE
" - ROVED
3-8x3 Lag Bolt
Or Rated Anchor
Single Hole Z bracket
AWNING BACK BAR
0.25-14 x 1 in Tek Screw
Single Hole Z bracket
OCT 06• 7
REAR B
UPPER A IACHMENT DETAIL E
IVERY3eity of Tukwila
BUILDING DIVISION
�1%O0DN'STUD
(BY OTHERS)
R
3-8x3 Lag Bolt .
Or Rated Anchor
ECEIVED
OF TUKWILA
OCT 04 2017
PERMIT CENTER
LOWER ATTACHMENT DETAIL F
EVERY 64"
EAST AND SOUTH SIDE WEDGE AWNING
.X =± 1/4'
.XX = ± 1/16"
ANGLES = ± 1°
SHER PARTNERS
ELEVATION VIEW
aaccx RAINIER INDUSTRIES LTD
N/A
392029-1-1
P3
FILE NAME: P:\DTS\DEVELOPMENT\ SHER PARTNERS\392029 - ONE WEDGE AWNING \392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
1
2
3
4
5
6
7
8
QTY.
DESCRIPTION
Part
1
1
lin x lin x 0.125in Staple Tube
1210-0006
Direction
Up
LENGTH
ANGLE1
ANGLE2
3913/16"
14.25
61.50
2
1
lin x lin x 0.110in Alum. Tube
1210-0011
35"
0.00
45.00
3
1
lin x lin x 0.125in Staple Tube
1210-0006
Up
5"
0.00
0.00
4
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
1"
0.00
0.00
5
1
lin x lin x 0.110in Alum. Tube
1210-0011
196"
0.00
0.00
6
1
lin x lin x 0.110in Alum. Tube
1210-0011
197"
0.00
0.00
7
7
lin x lin x 0.110in Alum. Tube
1210-0011
3913/16"
61.58
28.42
8
3
lin x lin x 0.110in Alum. Tube
1210-0011
22 3/8"
0.00
0.00
9
3
lin x lin x 0.110in Alum. Tube
1210-0011
34"
0.00
0.00
10
1
lin x lin x 0.110in Alum. Tube
1210-0011
23"
45.00
0.00
11
lin x lin x 0.125in Staple Tube
1210-0006
Down
196"
0.00
0.00
12
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
• 5"
45.00
0.00
13
1
lin x lin x 0.125in Staple Tube
1210-0006
Forward
39 13/16"
14.25
0.00
14
1
lin x lin x 0.125in Staple Tube
1210-0006
Forward
1"
45.00
14.25
15
1
lin x lin x 0.125in Staple Tube
1210-0006
Down
24"
45.00
45.00
16
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
36"
0.00
45.00
17
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
198"
45.00
0.00
18
7
lin x lin x 0.110in Alum. Tube
1210-0011
3"
0.00
0.00
REVISIONS HISTORY
REV
DESCRIPTION
A
PRELIMINARY DWG
BY
TCS
DATE
9/06/2017
APPR
APR
ISOMETRIC VIEW OF SOUTH SIDE FRAME 1
RECEIVED
CITY OF TUKWILA
OCT 0 4 2011
PERMIT CENTER
10.03.2017
PAW OESCRIPPOA
EAST AND SOUTH SIDE WEDGE AWNING
= ± 1/4"
.XX =±1/16"
ANGLES = ± 1°
SHER PARTNERS
ISOMETRIC CUT LIST FRAME 1
RAINIER INDUSTRIES LTD
RAINIER PAW"
A
392029-1-1
PAGE
P4
FILE NAME: P:\DTS\DEVELOPMENT\ SHER PARTNERS1392029 - ONE WEDGE AWNING1392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
2
3
4
5
6
7
8
O
CN 00
O, Cl) 00 N
N O'
TOP VIEW OF FRAME 1
198"
FRONT VIEW OF FRAME 1
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
RECEIVED
CITY OF TUKWILA
OCT 042017
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2017
City of Tukwila
1NG DIVISION
CO
24"
RIGHT VIEW OF FRAME 1
10.03.2017
EAST AND SOUTH SIDE WEDGE AWNING
.X=± 1/4'
.XX =±1/16"
ANGLES = ± 1°
SHER PARTNERS
WEDGE FRAME 1
RAINIER INDUSTRIES LTD
N/A Pte.
39202971.1
PAG
P5
FILE NAME: P:\DTS\DEVELOPMENT\SHER PARTNERS\392029 - ONE WEDGE AWNING\392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
1
2
3
4
5
6
7
8
QTY.
DESCRIPTION
Part
1
1
lin x lin x 0.125in Staple Tube
1210-0006
2
1
lin x lin x 0.125in Staple Tube
1210-0006
Direction
Up
Out
LENGTH
ANGLE1
ANGLE2
5"
0.00
0.00
3913/16"
14.25
61.50
3
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
1"
0.00
0.00
4
1
1M x 1M x 0.110in Alum. Tube
1210-0011
220"
0.00
0.00
5
1
lin x lin x 0.110in Alum. Tube
1210-0011
203"
45.00
0.00
6
8
lin x lin x 0.110in Alum. Tube
1210-0011
3913/16"
61.58
28.42
7
4
lin x lin x 0.110in Alum. Tube
1210-0011
22 3/8"
0.00
0.00
8
4
lin x lin x 0.110in Alum. Tube
1210-0011
34"
0.00
0.00
9
1
lin x 1in x 0.110in Alum. Tube
1210-0011
23"
0.00
45.00
10
1
lin x lin x 0.125in Staple Tube
1210-0006
Down
221"
45.00
0.00
11
1
1in x lin x 0.110in Alum. Tube
1210-0011
4"
45.00
0.00
12
1
lin x lin x 0.110in Alum. Tube
1210-0011
36"
45.00
0.00
13
1
lin x lin x 0.125in Staple Tube
1210-0006
Down
24"
45,00
0.00
14
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
3913/16"
0.00
30.75
15
1
lin x lin x 0.110in Alum. Tube
1210-0011
44 3/8"
37.51
16
8
lin x lin x 0.110in Alum. Tube
1210-0011
3"
0.00
0.00
17
lin x lin x 0.125in Staple Tube
1210-0006
Back
173 5/16"
0.00
0.00
18
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
5 1/16"
30.75
0.00
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
ISOMETRIC VIEW OF SOUTH SIDE FRAME 2
RECEIVED
CITY OF TUKWILA
OCT 042011
PERMIT CENTER
1.0.03.2017
EAST AND SOUTH SIDE WEDGE AWNING
.XX =±1/16"
ANGLES = ± 1°
SHER PARTNERS
ISOMETRIC CUT LIST FRAME 2
RAINIER INDUSTRIES LTD
F.'s
N/A
392029-1.1
PAGE P6
FILE NAME: P:\DTS\DEVELOPMENT\SHER PARTNERS \392029- ONE WEDGE AWNING\392029-1-1 - ONE WEDGE CORNER AWNING \ DRAWING \PACK AND GO\
6
7
8
O
co
—100
co
N
CON' MI00
I� N
N.
N
N
N
TOP VIEW OF FRAME 2
222"
N
FRONT VIEW OF FRAME 2
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2017
City of Tukwila
DIVISIONBUILDING
RECEIVED
CITY OF TUKWILA
OCT 04 2017
PERMIT CENTER
24"
RIGHT VIEW OF FRAME 2
10.03.2017
EAST AND SOUTH SIDE WEDGE AWNING
.X = ± 1/4"
.XX = ± 1/16"
ANGLES = ± 1°
SHER PARTNERS
WEDGE DETAIL FRAME 2
RAINIER
RAINIER INDUSTRIES LTD
N/A
392029-1-1
P7
FILE NAME: P:\DTS\DEVELOPMENT\ SHER PARTNERS \392029 - ONE WEDGE AWNING\392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
A
1
2
3
4
5
6
7
8
QTY.
DESCRIPTION
Part
Direction
LENGTH
ANGLE1
ANGLE2
1
1
lin x lin x 0.125in Staple Tube
1210-0006
Down
218"
0.00
0.00
2
3
lin x lin x 0.110in Alum. Tube
1210-0011
34"
0.00
0.00
3
3
lin x lin x 0.110in Alum. Tube
1210-0011
22 3/8"
0.00
0.00
4
2
lin x lin x 0.125in Staple Tube
1210-0006
Forward
1
0.00
0.00
5
1
3/4in x 3/4in x 0.110in Alum. Tube
1210-0010
220"
0.00
0.00
6
lin x f in x 0.110in Alum. Tube
1210-0011
218"
0.00
0.00
7
7
lin x lin x 0.110in Alum. Tube
1210-0011
3911/16"
61.50
28.50
8
1
lin x lin x 0.110in Alum. Tube
1210-0011
220"
0.00
0.00
9
7
lin x lin x 0.110in Alum. Tube
1210-0011
3"
0.00
0.00
10
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
220"
0.00
0.00
11
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
3913/16"
14.25
61.50
12
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
39 13/16"
14.25
61.50
13
2
lin x lin x 0.110in Alum. Tube
1210-0011
36"
45.00
0.00
14.
2
lin x lin x 0.110in Alum. Tube
1210-0011
23"
0.00
45.00
15
2
lin x lin x 0.125in Staple Tube
1210-0006
Out
5"
0.00
0.00
C -
D
E
REVISIONS HISTORY
REV
A
DESCRIPTION
PRELIMINARY DWG
BY
DATE
TCS
9/06/2017
APPR
APR
ISOMETRIC VIEW OF EAST SIDE FRAMES 3
RECEIVED
CITY OF TUKWILA
OCT 042011
PERMIT CENTER
1.0.03.2017
EAST AND SOUTH SIDE WEDGE AWNING
.X=±1/4"
.XX =±1/16"
ANGLES =± 1°
SHER PARTNERS
ISOMETRIC CUT LIST FRAME 3
RAINIER INDUSTRIES LTD
RAINIER N/A
P,A
392029-1.1
P8
FILE NAME: P:\DTS\DEVELOPMENT\SHER PARTNERS \392029- ONE WEDGE AWNING\392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
8
O
c,ICO cr)1-:i' —ICO ^�N FICO
O• •O
I� CV O c')
N • LO CO •
Lola)
O
N
N
N
TOP VIEW OF FRAME 4
220"
FRONT VIEW OF FRAME 4
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
24"
RIGHT VIEW OF FRAME 4
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
OCT 042017
PERMIT CENTER
10.03.2017
EAST AND SOUTH SIDE WEDGE AWNING
.X = ± 1/4" SHER PARTNERS
.XX =±1/16"
ANGLES = ±'1°
WEDGE DETAIL FRAME 3
A�\ p
RAINIER INDUSTRIES LTD
N/A
392029-1-1
PAGE
P9
FILE NAME: P:\DTS\DEVELOPMENT\ SHER PARTNERS\392029 - ONE WEDGE AWNING\392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING \PACK AND GO\
1
2
3
4
5
6
7
8
QTY.
DESCRIPTION
Part
Direction
LENGTH
ANGLE1
ANGLE2
1
1
lin x lin x 0.125in Staple Tube
1210-0006
Down
218"
0.00
0.00
2
3
lin x lin x 0.110in Alum. Tube
1210-0011
34"
0.00
0.00
3
3
lin x lin x 0.110in Alum. Tube
1210-0011
22 3/8"
0.00
0.00
4
2
lin x lin x 0.125in Staple Tube
1210-0006
Forward
1'
0.00
0.00
5
1
3/4in x 3/4in x 0.110in Alum. Tube
1210-0010
220"
0.00
0.00
6
1
lin x lin x 0.110in Alum. Tube
1210-0011
218"
0.00
0.00
7
7
1 in x 1 in x 0.110in Alum. Tube
1210-0011
3911/16"
61.50
28.50
8
1
lin x lin x 0.110in Alum. Tube
1210-0011
220"
0.00
0.00
9
7
lin x lin x 0.110in Alum. Tube
1210-0011
3"
0.00
0.00
10
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
39 13/16"
14.25
61.50
11
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
39 13/16"
14.25
61.50
12
2
lin x lin x 0.110in Alum. Tube
1210-0011
36"
45.00
0.00
13
2
lin x lin x 0.110in Alum. Tube
1210-0011
23"
0.00
45.00
14
2
1 in x 1 in x 0.125in Staple Tube
1210-0006
Out
5"
0.00
0.00
15
lin x lin x 0.125in Staple Tube
1210-0006
Back
137 7/8"
0.00
0.00
16
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
55 3/4"
0.00
0.00
REVISIONS HISTORY
REV
DESCRIPTION
A
PRELIMINARY DWG
BY
TCS
DATE
9/06/2017
APPR
APR
REVIEWED FOR
CODE COMPLIANCE
APPROVED
ISOMETRIC VIEW OF EAST SIDE FRAME 4
10.03.2017
.X=± 1/4"
.XX =±1/16"
ANGLES = ± 1°
RECEIVED
CITY OF TUKWILA
OCT 042011
PERMIT CENTER
EAST AND SOUTH SIDE WEDGE AWNING
SHER PARTNERS
ISOMETRIC CUT LIST FRAME 4
RAINIER INDUSTRIES LTD
RAINIER PAW
392029-1-1
PAU
P 1 0
FILE NAME: P:\DTS\DEVELOPMENT\SHER PARTNERS\392029 - ONE WEDGE AWNING \392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
1
2
3
4
5
6
7
8
O
CV
CO
^�CV 1�ICO -1-s
O, �O
O CO ,O
O
(N
CV
CV
TOP VIEW OF FRAME 4
220"
FRONT VIEW OF FRAME 4
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
24"
RIGHT VIEW OF FRAME 4
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
OCT 042011
PERMIT CENTER
10.03.2017
EAST AND SOUTH SIDE WEDGE AWNING
.X=±1/4"
.XX = ± 1/16"
ANGLES =± 1°
SHER PARTNERS
WEDGEpDETAIL FRAME 4
AAIh91@i7
RAINIER INDUSTRIES LTD
NIEN N/A
P�
392029-1-1
PAGE
P11
FILE NAME: P:\DTS\DEVELOPMENT\SHER PARTNERS \ 392029 - ONE WEDGE AWNING\392029-1-1 - ONE WEDGE CORNER AWNINGIDRAWING\PACK AND GO\
A
4
5
6
7
8
QTY.
DESCRIPTION
Part
Direction
LENGTH
ANGLE1
ANGLE2
1
1
1 in x 1 in x 0.125in Staple Tube
1210-0006
Down
220"
0.00
0.00
2
3
lin x lin x 0.110in Alum. Tube
1210-0011
34"
0.00
0.00
3
3
lin x lin x 0.110in Alum. Tube
1210-0011
22 3/8"
0.00
0.00
4
1
lin x lin x 0.125in Staple Tube
1210-0006
Forward
1"
45.00
0.00
5
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
24"
45.00
45.00
6
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
36"
0.00
45.00
7
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
192 5/8"
0.00
0.00
8
1
lin x lin x 0.110in Alum. Tube
1210-0011
218"
0.00
0.00
9
7
lin x lin x 0.110in Alum. Tube
1210-0011
3911/16"
61.50
28.50
10
1
lin x lin x 0.125in Staple Tube
1210-0006
Back
36"
0.00
45.00
B
11
1
lin x lin x 0.125in Staple Tube
1210-0006
Forward
1"
45.00
14.25
12
7
lin x lin x 0.110in Alum. Tube
1210-0011
3"
0.00
0.00
13
2
lin x lin x 0.125in Staple Tube
1210-0006
Up
5"
0.00
0.00
14
1
lin x lin x 0.125in Staple Tube
1210-0006
Down
24"
45.00
45.00
15
1
lin x lin x 0.125in Staple Tube
1210-0006
Forward
3913/16"
14.25
61.50
16
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
3913/16"
14.25
61.50
17
1
lin x lin x 0.125in Staple Tube
1210-0006
Out
1"
45.00
0.00
18
1
3/4in x 3/4in x 0.110in Alum. Tube
1210-0010
220"
0.00
0.00
19
1
lin x lin x 0.110in Alum. Tube
1210-0011
220"
0.00
0.00
C
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2017
City of Tukwila
UILDING DIVISION
RECEIVED
CITY OF TUKWILA
OCT 0 4 2017
ISOMETRIC VIEW OF EAST SIDE FRAME 5
10.03.2017
.X=±1/4"
.XX =±1/16"
ANGLES = ± 1°
PER T"" CENTER
EAST AND SOUTH SIDE WEDGE AWNING
SHER PARTNERS
ISOMETRIC CUT LIST FRAME 5
RAINIER INDUSTRIES LTD N/A
392029-1.1
PAGE
P12
FILE NAME: P:\DTS\DEVELOPMENT\SHER PARTNERS\392029 - ONE WEDGE AWNING Q92029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
p
O
LO Ioo
0,
O
N
N
TOP VIEW OF FRAME 5
FRONT VIEW OF FRAME 5
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
9/06/2017
APR
RIGHT VIEW OF FRAME 5
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
OCT 042017
PERMIT CENTER
10.03.2017
EAST AND SOUTH SIDE WEDGE AWNING
.X=±1/4"
.XX=±1/16"
ANGLES = ± 1°
SHER PARTNERS
WEDGE DETAIL FRAME 5
RAINIER INDUSTRIES LTD
PAI No".
/A
392029-1-1
PAGE
P13
FILE NAME: P:\DTS\DEVELOPMENT\ SHER PARTNERS\392029 - ONE WEDGE AWNING\392029-1-1 - ONE WEDGE CORNER AWNING\DRAWING\PACK AND GO\
1hhDrNEINEERINE
STRUCTURAL ENGINEERS & CONSULTANTS
r"Ni
STRUCTURAL CALCULATIONS
PROJECT NAME: Awnings at Sher Partners
PROJECT ADDRESS: 16415 Southcenter Parkway, Tukwila, WA 98188
PROJECT NO: 17206
CLIENT: Luke Walker
COMPANY: Rainer Industries
18375 Olympic Ave. S
Tukwila, WA 98188
DATE: Oct 03, 2017
10/03/2017
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 6 2011
City of Tukwila
BUILDING DIVISION
HW Engineering License and Non Disclosure and Reproduction
IMPORTANT NOTICE TO BUILDING AND SAFETY PERSONNEL - The
enclosed calculations and hard copy prints ("Enclosed") are copyright
protected by HW Engineering. It is understood that while the Enclosed may be
required for verification of structural design and approval, it is not necessary
for the manufacture or construction of the structure or its components. It is
the express wish of HW Engineering that these proprietary calculations not be
retumed or redistributed to anyone other than the copyrighted owner as
referenced in the ownership paragraph below and that any unnecessary
submitted copies be retumed or destroyed.
Ownership: This document and the Enclosed are copyrighted by HW
Engineering, 6270 McLeod Drive, Suite 140, Las Vegas, NV 89120. All rights
reserved. This is not a sale or transference; all right, title and interest in the
Document (in both electronic file and hard copy) belong to HW Engineering.
REV
DATE
BY
DESCRIPTION �n�� G—e
CI'8'Y OF T
A
D
A
OCT 0I.
A
A
CORRE TION
LTR#
Ng-
ED
KKWILA
2011
PERMIT CENTER
6270 McLeod Drive, Suite 140, Las Vegas, NV 89120 Phone: 702.202.0061 hongyu@hwengineeringUSA.com
www.hwengineeringUSA.com
HW Engingering Job #17206
1/18
10/03/2017
Basis for Design
1.1 BUILDING CODE: 2015 International Building Code
1.2 GRAVITY DESIGN:
ROOF LOADING
DEAD LOAD (PSF) Frame self -weight
LIVE LOAD (PSF) 5psf
SNOW LOAD (PSF) 25psf(minimum required)
1.3 LATERAL DESIGN:
WIND LOADING
Basic Wind Speed (3s — Gust) 110
Risk Category II
Exposure Category C
SEISMIC LOADING
Risk Category II
Ss, SI 1.457, 0.543
Soil Site Class D
Sds, Shc 0.971, 0.543
Seismic Design Category D
ap,R, 1.0, 2.5
2.1 ALUMINUM DESIGN:
Extruded 6061-T6 with minimum yield stress equal to 35 ksi.
ER4043 electrodes/rods shall be used for all aluminum to aluminum welds.
3.1 INSPECTION, SPECIAL INSPECTION, AND STRUCTURAL OBSERVATION:
AS REQUIRED BY THE GOVERNING MUNICIPALITY.
HW Engingering Job #17206 2/18
SAP2000
10/03/2017
SAP2000 - File:Awnings at Sher Partners - 3-D View
HW Engingering Job #17206.
3/18 -
10/03/2017
Design Summary
The analysis and design of the awning system included herein were performed with the
use of a 3D frame analysis and computer design program — SAP2000. It is a structural analysis
program developed by Computers and Structures, Inc. Detailed information about the software
can be found at the Computers and Structures, Inc. website.
1. FRAME GEOMETRY
The geometry for the awning model was based on a centerline interpretation of a typical
awning. The centerline computer model was developed from client drawings and compiled to
create a simplified model for analysis.
2. EXTERNALLY APPLIED LOADS
Loads for this structure have been conservatively determined by referencing the current
International Building Code 2015(IBC 2015) and ASCE 7-10 Standards and Provisions. Design
dead load was based on the awning self -weight plus an additional dead load of 0.25 psf to
account for the weight of the cover panel. Live load was taken to be 5 psf per code requirement.
Wind load was calculated based on "Components and Cladding" for enclosed buildings (see
design load calculation).
3. ANALYSIS FOR MEMBER FORCES
The awning frame will be constructed of lxlx.11 and 3/4x3/4x.11 aluminum tubes. Refer
to structural drawings for detailed member sizes and locations. From computer structural
analysis, all framing members were designed based on the above mentioned design loads.
Aluminum Design ASD design specifications were used to check the structural capacities of
these members based on an applicable minimum yield stress. The demand/capacity ratio of each
framing member was calculated and found to be less than 1.0 for all members. All connections
were checked by hand calculation based on worst case structural analysis output reactions.
HW Engingering Job #17206 4/18
10/03/2017
Design Loads
Design Dead Loads
Framing and roof panel self weight. Framing weight will be included in to computer model automatically.
Add 0.25 psf for roof panel weight.
DL = 0.25psf
LL = 5psf (Non_reducible per ASCE 7-10 Table 4-1)
Design Live Loads
Design Wind Loads
Wind parameters: 110 mph wind speed, exposure C. Wind loads are based on IBC2015/ASCE 7-10
components and cladding for enclosed buildings wall zone 4 effective wind area 20sgf (Figures 30.5-1).
Mean roof height is less than 15ft.
V= 110 mph
= 1.0
for slope over 45degree
20.8
Pnet30 = psf
-22.6
Figure 26.5-1A basic wind speed for occupancy category II
Section 26.8.2
Figure 30.5-1
X = 1.21 Figure 30.5-1, exposure C
design windpressure = 25.17
g P = � kzt Pnet30 P \-27.35) Psf
Design wind force shall be not less than 16psf according as section 30.2.2 of ASCE 7-10
"min = 16 psf
Design Snow Load
Ground snow load pg = 15 psf 1 = 1.0 Ce = 0.9
Ct=1.2 Cs=0.4
pf = 0.7 Ce Ct I pg pf = 11.34 psf ps = Cs pf Ps = 4.54 psf
snow load (sloped roof snow load) Snow = max(ps,25 psf) Snow = 25 psf
Design Seismic Loads larger than live load
Design perASCE7-10.
Ip = 1.0 SDS = 0.971 ap = 1.0 Rp = 2.5 L = 220 in B = 24 in
Framing and roof panel total weight will be no more than 2 psf
0.4 ap SDS DL IP ( z1
Seismic force Fpl = 1 + 2 -z) I
Rp h
Fp2 = 1.6 SDS Ip DL
Fp3 = 0.3 SDS Ip DL
Fp = 0.7max(min(Fp1, Fp),Fp3)
Total max. seismic load Seismic = F B L
Minimum wind load design Windmin = 0.6 (16 psf 0.5B h)
DL = 2 psf
Fp1 = 0.93 psf
Fp2 = 3.107 psf maximum force
Fp3 = 0.58 psf minimum force
Fp = 0.65 psf
Seismic = 24 lbf
Windmin = 29 lbf
Check = if(W indmin > Seismic, "Wind controls design" , "Seismic controls design" )
Check = "Wind controls design"
HW Engingering Job #17206 5/18
Design Maps Summary Report
User -Specified Input
Report Title Awnings at Sher Partners
Tue October 3, 2017 13:20:13 UTC
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.45592°N, 122.26284°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
Vashort
B trier'«
11� �F{t}J14r., 1:
►1UiL
i"EA'TJ'
t'u'b!
penton
SEATTLE+
TACOVA INTL
Des Moines
'lent
Is aquah
Maple Valley
;•
USGS-Provided Output
SS = 1.457 g
Si = 0.543 g
SMS = 1.457 g
SM1 = 0.815 g
+Covington
SDS = 0.971 g
SD1 = 0.543 g
,Hol
Ce
10/03/2017
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted)
and deterministic ground motions in the direction of maximum horizontal response, please return to the
application and select the "2009 NEHRP" building code reference document.
DACE Response Spectrum
185 1.10
tss 1.00
1.75 aM
127 n 0
1A5 a ti
coo o+ asj
1°n
0.75 ai 0-00
n$] na0
CIA5 a 70
0.30 13.20
0.15 0.10
0.013 alb
0.03 1327 131° ass neo 1.10 127 140 1si tm 2130 am OM 040 as0 CUM 1.00 127 1.4.0 1.50 1EJ 2fl1
Design Response Spectrum
Perrod T (sec)
For PGAM, TL, CRS, and CRl values, please view the detailed report.
Period. T (sec)
HW Engingering Job #17206 6/18
SA?2000
10/03/2017
SAP2000 - File:Awnings at Sher Partners - 3-D View
HW Engingering Job ##17206
7/18
SAP2000
10/03/2017
SAP2000 - File:Awnings at Sher Partners - 3-D View
HW Engingering Job #17206
8/18
SAP2000
10/03/2017
SAP2000 - File:Awnings at Sher Partners - 3-D View
HW Engingering Job #17206
9/18
SAP2000
10/03/2017
SAP2000 - File:Awnings at Sher Partners -Aluminum P -M Interaction Ratios (AA -ASD)
1-1W Engingering Job #17206
10/18
10/03/2017
Table: Material Properties 03c - Aluminum Data
Material AlumType Alloy Fcy Fty Ftu Fsu SSHysType 1
Kipfin2 Kip/in2 Kip/in2 Kip/in2
6061T6 Wrought 6061-T6 35.000 35.000 38.000 24.000 Kinematic
Table: Frame Section Properties 01 - General
SectionName Material Shape t3 t2 tf tw
in in in in
1X1X.11
6061T6
Box/Tube
1.0000
1.0000
0.1100
0.1100
lSectionName
Area TorsConst
in2 in4
133 122 AS2 AS3 S33
in4 in4 in2 in2 in3
1X1X.11
6061T6 Box/Tube 1.0000 1.0000 0.1100 0.1100 1X1X.11
SectionName
1X1X.11
S22 Z33 Z22 R33 R22 ConcCol ConcBeam
in3 in3 in3 in in I!
0.10 0.13 0.13 0.3661 0.3661 No No
SectionName Color TotalWt TotalMass FromFile AMod A2Mod A3Mod
Kip Kip-s2Tn
1X1X.11 8421631 0.073 1.904E-04 No 1.000000 1.000000 1.000000
SectionName
JMod I2Mod I3Mod MMod WMod GUID
1X1X.11 1.000000
1.000000 1.000000
1.000000 1.000000
Table: Load Pattern Definitions
LoadPat DesignType SelfWtMult AutoLoad GUID Notes
Dead DEAD 1.000000
SN SNOW 0.000000
W16 WIND 0.000000 None
WA . WIND 0.000000 None
WB WIND 0.000000 None
Table: Load Case Definitions
Case
Type InitialCond ModalCase BaseCase DesTypeOpt DesignType DesActOpt
DL
SN
LinStatic
LinStatic
HW Engingering Job #17206
Zero
Zero
Prog Det DEAD Prog Det
Prog Det SNOW Prog Det
10/03/2017
Case Type InitialCond ModalCase BaseCase DesTypeOpt DesignType DesActOpt
W16 LinStatic Zero Prog Det WIND Prog Det
WA LinStatic Zero Prog Det WIND Prog Det
WB LinStatic Zero Prog Det WIND Prog Det
Case DesignAct AutoType RunCase CaseStatus GUID Notes 1
DL Non -Composite None Yes Finished
SN Short -Term Composite None Yes Finished
W16 Short -Term Composite None Yes Finished
WA Short -Term Composite None Yes Finished
WB Short -Term Composite None Yes Finished
Table: Combination Definitions
ComboName ComboType , AutoDesign CaseType CaseName ScaleFactor SteelDesign
DL+SN Linear Add No Linear Static DL 1.000000 Strength
DL+SN Linear Static SN 1.000000
DL+0.6WA Linear Add No Linear Static DL 1.000000 Strength
DL+0.6WA Linear Static WA 0.600000
DL+0.6WB Linear Add No Linear Static DL 1.000000 Strength
DL+0.6WB Linear Static WB 0.600000
DL+0.6W16 Linear Add No Linear Static DL 1.000000 Strength
DL+0.6W16 Linear Static W16 0.600000
0.6DL+0.6WA Linear Add No Linear Static DL 0.600000 Strength
0.6DL+0.6WA Linear Static WA 0.600000
0.6DL+0.6WB Linear Add No Linear Static DL 0.600000 Strength
0.6DL+0.6WB Linear Static WB 0.600000
DL+0.75(SN+0.6WA) Linear Add No Linear Static DL 1.000000 Strength
DL+0.75(SN+0.6WA) Linear Static SN 0.750000
DL+0.75(SN+0.6WA) Linear Static WA 0.450000
DL+0.75(SN+0.6WB) Linear Add No Linear Static DL 1.000000 Strength
DL+0.75(SN+0.6WB) Linear Static SN 0.750000
DL+0.75(SN+0.6WB) Linear Static WB 0.450000
DL+0.75(SN+0.6W16) Linear Add No Linear Static DL 1.000000 Strength
DL+0.75(SN+0.6W16) Linear Static W16 0.450000
DL+0.75(SN+0.6W16) Linear Static SN 0.750000
Table: Frame Loads Distributed
I Frame LoadPat CoordSys Type Dir DistType RelDistA ReIDistB FOverLA FOverLB
Lb/ft Lb/ft
5 WB Local Force 2 RelDist 0.0000 1.0000 62.68 62.68
5 WA Local Force 2 RelDist 0.0000 1.0000 -57.68 -57.68
5 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 36.67 36.67
5 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 57.29 57.29
HW Engingering Job #17206 12/18
10/03/2017
Frame LoadPat CoordSys Type Dir DistType RelDistA RelDistB FOverLA FOverLB
Lb/ft Lb/ft
5 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 0.57 0.57
1 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 0.29 0.29
1 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 28.65 28.65
1 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 18.33 18.33
1 WA Local Force 2 RelDist 0.0000 1.0000 -28.84 -28.84
1 WB Local Force 2 RelDist 0.0000 1.0000 31.34 31.34
2 WB Local Force 2 RelDist 0.0000 1.0000 62.68 62.68
2 WA Local Force 2 RelDist 0.0000 1.0000 -57.68 -57.68
2 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 36.67 36.67
2 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 57.29 57.29
2 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 0.57 0.57
3 WB Local Force 2 RelDist 0.0000 1.0000 62.68 62.68
3 WA Local Force 2 RelDist 0.0000 1.0000 -57.68 -57.68
3 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 36.67 36.67
3 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 57.29 57.29
3 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 0.57 0.57
4 WB Local Force 2 RelDist 0.0000 1.0000 62.68 62.68
4 WA Local Force 2 RelDist 0.0000 1.0000 -57.68 -57.68
4 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 36.67 36.67
4 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 57.29 57.29
4 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 0.57 0.57
7 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 0.29 0.29
7 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 28.65 28.65
7 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 18.33 18.33
7 WA Local Force 2 RelDist 0.0000 1.0000 -28.84 -28.84
7 WB Local Force 2 RelDist 0.0000 1.0000 31.34 31.34
6 WB . Local Force 2 RelDist 0.0000 1.0000 62.68 62.68
6 WA Local Force 2 RelDist 0.0000 1.0000 -57.68 -57.68
6 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 36.67 36.67
6 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 57.29 57.29
6 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 0.57 0.57
Table: Preferences - Aluminum Design - AA -ASD
THDesign FrameType SRatioLimit Maxiter LatFact UseLatFact Bridge
Envelopes
Moment Frame
1.000000
1
1.230000
No
No
Table: Aluminum Design 1 - Summary Data - AA -ASD
Frame DesignSect DesignType Ratio RatioType Combo
8 1X1X.11 Beam 0.430916 PMM DL+0.75(SN+0.6WA)
5 1X1X.11 Brace 0.337956 PMM DL+0.75(SN+0.6WA)
23 1X1X.11 Beam 0.362127 PMM DL+0.75(SN+0.6WA)
11 1X1X.11 Beam 0.429266 PMM DL+0.75(SN+0.6WA)
1 1X1X.11 Brace 0.245616 PMM DL+0.75(SN+0.6WA)
19 1X1X.11 Beam 0.185863 PMM DL+0.75(SN+0.6WA)
HW EngingeringJob #17206 13/18
10/03/2017
Frame DesignSect DesignType Ratio RatioType Combo
9 1X1X.11 Beam 0.369514 PMM DL+0.75(SN+0.6WA)
14 1X1X.11 Column 0.269790 PMM DL+0.75(SN+0.6WA)
26 1X1X.11 Beam 0.010849 PMM DL+0.75(SN+0.6WA)
18 1X1X.11 Beam 0.083641 PMM DL+0.75(SN+0.6WA)
2 1X1X.11 Brace 0.358069 PMM DL+0.75(SN+0.6WA)
20 1X1X.11 Beam 0.195493 PMM DL+SN
3 1X1X.11 Brace 0.337956 PMM DL+0.75(SN+0.6WA)
21 1X1X.11 Beam 0.362127 PMM DL+0.75(SN+0.6WA)
10 1X1X.11 Beam 0.429266 PMM DL+0.75(SN+0.6WA)
4 1X1X.11 Brace 0.375020 PMM DL+0.75(SN+0.6WA)
22 1X1X.11 Beam 0.203972 PMM DL+SN
15 1X1X.11 Column 0.447020 PMM DL+0.75(SN+0.6WA)
16 1X1X.11 Column 0.447020 PMM DL+0.75(SN+0.6WA)
7 1X1X.11 Brace 0.245616 PMM DL+0.75(SN+0.6WA)
25 1X1X.11 Beam 0.185863 PMM DL+0.75(SN+0.6WA)
12 1X1X.11 Beam 0.369514 PMM DL+0.75(SN+0.6WA)
6 1X1X.11 Brace 0.358069 PMM DL+0.75(SN+0.6WA)
24 1X1X.11 Beam 0.195493 PMM DL+SN
17 1X1X.11 Column 0.269790 PMM DL+0.75(SN+0.6WA)
13 1X1X.11 Beam 0.039008 PMM DL+0.6WB
Table: Joint Reactions
E. Joint OutputCase CaseType F1 F2 F3
Kip Kip Kip
1 DL+SN Combination 0.000 -0.074 0.026
1 DL+0.6WA Combination 0.000 -0.072 0.020
1 DL+0.6WB Combination 0.000 0.072 -0.016
1 DL+0.6W16 Combination 0.000 -0.033 0.010
1 0.6DL+0.6WA Combination 0.000 -0.071 0.019
1 0.6DL+0.6WB Combination 0.000 0.073 -0.018
1 DL+0.75(SN+0.6WA) Combination 0.000 -0.108 0.034
1 DL+0.75(SN+0.6WB) Combination 0.000 0.000 0.006
1 DL+0.75(SN+0.6W16) Combination 0.000 -0.079 0.026
2 DL+SN Combination 0.000 -0.153 0.048
2 DL+0.6WA Combination 0.000 -0.151 0.038
2 DL+0.6WB Combination 0.000 0.154 -0.032
2 DL+0.6W16 Combination 0.000 -0.070 0.018
2 0.6DL+0.6WA Combination 0.000 -0.149 0.036
2 0.6DL+0.6WB Combination 0.000 0.156 -0.034
2 DL+0.75(SN+0.6WA) Combination 0.000 -0.226 0.062
2 DL+0.75(SN+0.6WB) Combination 0.000 0.003 0.010
2 DL+0.75(SN+0.6W16) Combination 0.000 -0.165 0.047
3 DL+SN Combination 0.000 -0.153 0.048
3 DL+0.6WA Combination 0.000 -0.151 0.038
3 DL+0.6WB Combination 0.000 0.154 -0.032
3 DL+0.6W16 Combination 0.000 -0.070 0.018
3 0.6DL+0.6WA Combination 0.000 -0.149 0.036
HW Engingering Job #17206 14/18
Joint
OutputCase Casetype Fl F2 F3
Kip Kip Kip
3 0.6DL+0.6WB Combination 0.000
3 DL+0.75(SN+0.6WA) Combination 0.000
3 DL+0.75(SN+0.6WB) Combination 0.000
3 DL+0.75(SN+0.6W16) Combination 0.000
4 DL+SN Combination 0.000
4 DL+0.6WA Combination 0.000
4 DL+0.6WB Combination 0.000
4 DL+0.6W16 Combination 0.000
4 0.6DL+0.6WA Combination 0.000
4 0.6DL+0.6WB Combination 0.000
4 DL+0.75(SN+0.6WA) Combination 0.000
4 DL+0.75(SN+0.6WB) Combination 0.000.
4 DL+0.75(SN+0.6W16) Combination 0.000
5 DL+SN Combination 0.008
5 DL+0.6WA Combination 0.006
5 DL+0.6WB Combination -0.007
5 DL+0.6W16 Combination 0.003
5 0.6DL+0.6WA Combination 0.006
5 0.6DL+0.6WB Combination -0.007
5 DL+0.75(SN+0.6WA) Combination 0.011
5 DL+0.75(SN+0.6WB) Combination 0.001
5 DL+0.75(SN+0.6W16) Combination 0.008
6 DL+SN Combination -0.004
6 DL+0.6WA Combination -0.003
6 DL+0.6WB Combination 0.003
6 DL+0.6W16 Combination -0.001
6 0.6DL+0.6WA Combination -0.003
6 0.6DL+0.6WB Combination 0.003
6 DL+0.75(SN+0.6WA) Combination -0.005
6 DL+0.75(SN+0.6WB) Combination 0.000
6 DL+0.75(SN+0.6W16) Combination -0.004
7 DL+SN Combination -0.001
7 DL+0.6WA Combination -0.001
7 DL+0.6WB Combination 0.001
7 ' DL+0.6W16 Combination 0.000
7 0.6DL+0.6WA Combination -0.001
7 0.6DL+0.6WB Combination 0.001
7 DL+0.75(SN+0.6WA) Combination -0.002
7 DL+0.75(SN+0.6WB) Combination 0.000
7 DL+0.75(SN+0.6W16) Combination -0.001
8 DL+SN Combination 0.000
8 DL+0.6WA Combination 0.000
8 DL+0.6WB Combination 0.000
8 DL+0.6W16 Combination 0.000
8 0.6DL+0.6WA Combination 0.000
8 0.6DL+0.6WB Combination 0.000
8 DL+0.75(SN+0.6WA) Combination 0.000
8 DL+0.75(SN+0.6WB) Combination 0.000
8 DL+0.75(SN+0.6W16) Combination 0.000
HW Engingering Job #17206
0.156
-0.226
0.003
-0.165
-0.074
-0.072
0.072
-0.033
-0.071
0.073
-0.108
0.000
-0.079
0.055
0.000
0.004
-0.009
-0.001
0.003
0.041
0.044
0.034
0.043
-0.054
0.062
-0.042
-0.055
0.061
-0.009
0.078
0.000
0.107
0.000
0.007
-0.018
-0.001
0.006
0.079
0.084
0.065
0.044
-0.054
0.061
-0.041
-0.054
0.060
-0.008
0.078
0.001
-0.034
0.062
0.010
0.047
0.026
0.020
-0.016
0.010
0.019
-0.018
0.034
0.006
0.026
0.099
0.033
-0.025
0.005
0.031
-0.027
0.096
0.053
0.076
0.146
0.020
-0.010
-0.011
0.017
-0.012
0.121
0.099
0.098
0.208
0.074
-0.063
0.013
0.071
-0.067
0.208
0.105
0.162
0.143
0.017
-0.007
-0.012
0.015
-0.009
0.117
0.099
0.095
10/03/2017
15/18
E Joint OutputCase CaseType Fl F2 F3
E
,r, Kip Kip Kip
9 DL+SN Combination 0.001 0.107 0.208
9 DL+0.6WA Combination 0.001 0.000 0.074
9 DL+0.6WB Combination -0.001 0.007 -0.063
9 DL+0.6W16 Combination 0.000 -0.018 0.013
9 0.6DL+0.6WA Combination 0.001 -0.001 0.071
9 0.6DL+0.6WB Combination -0.001 0.006 -0.067
9 DL+0.75(SN+0.6WA) Combination 0.002 0.079 0.208
9 DL+0.75(SN+0.6WB) Combination 0.000 0.084 0.105
9 DL+0.75(SN+0.6W16) Combination 0.001 0.065 0.162
10 DL+SN Combination 0.004 0.043 0.146
10 DL+0.6WA Combination 0.003 -0.054 0.020
10 DL+0.6WB Combination -0.003 0.062 -0.010
10 DL+0.6W16 Combination 0.001 -0.042 -0.011
10 0.6DL+0.6WA Combination 0.003 -0.055 0.017
10 0.6DL+0.6WB Combination -0.003 0.061 -0.012
10 DL+0.75(SN+0.6WA) Combination 0.005 -0.009 0.121
10 DL+0.75(SN+0.6WB) Combination_ 0.000 0.078 0.099
10 DL+0.75(SN+0.6W16) Combination 0.004 0.000 0.098
11 DL+SN Combination -0.008 0.055 0.099
11 DL+0.6WA Combination -0.006 0.000 0.033
11 DL+0.6WB Combination 0.007 0.004 -0.025
11 DL+0.6W16 Combination -0.003 -0.009 0.005
11 0.6DL+0.6WA Combination -0.006 -0.001 0.031
11 0.6DL+0.6WB Combination 0.007 0.003 -0.027
11 DL+0.75(SN+0.6WA) Combination -0.011 0.041 0.096
11 DL+0.75(SN+0.6WB) Combination -0.001 0.044 0.053
11 DL+0.75(SN+0.6W16) Combination -0.008 0.034 0.076
HW Engingering Job #17206
10/03/2017
16/18
10/03/2017
Connection Check
Awning top to wall attachment check (E/P3)
maximum reaction from analysis
VREc := 0.21 kip TREc := 0.11 kip using worst case reaction
attachment horizontal spacing in model d := 27.5 in
attachment horizontal trib..length D := 32 in
attachment vertical spacing in model s := 35 in
attachment vertical spacing S := 33 in
12
Vmax VREC d Tmax TREC d S Vmax = 244 lbf Tmax = 136 lbf
Use 1/4" ITW Buildex TEK or equivalent screw for frame to Z bracket
Va := min( 10631bf 35 ,990 lbf I Ta := 335lbf 35 Va = 827 lbf Ta = 261 lbf ESR -1976
45 / 45
Screw demand/capacity ratio n := 1
Ratio := max l Vmax Tmax Vmax + 0.71 Tmaxl
:Va' nTa nVa :Tall
check := if(Ratio <_ 1.0, "sufficient" , "NG" )
Use 3/8" lag screw for z bracket to wood block(by others)
2 2
max Tmax + Vmax
Zpenp := 180 lbf
max = 280 lbf
Zpar := 280 lbf
Ratio = 0.665
check = "sufficient"
maximum force to screws
W := 305 Ibf
in
Tmax
CD := 1.6 for wind CM := 1.0 Co := 1.0 Ct := 1.0 Cg := 1.0 0 := atan(—)
Vmax
Z1 := Zpenp CD CM CA Ct Cg Z1 = 288 lbf
Z2 := Zpar CD CM Co Ct Cg Z2 = 448 lbf
Z1 Z2
Z
ZI cos(0)2 + Z2 sin(0)2
WI := W T_E CD CM Ct
1W1 Z
Ze :–
W1 cos(0)2 + Z sin(0)2
Z = 396.1 lbf
W 1 = 0.488 kip
Ze = 415 lbf
check := if(Pmax < Ze , "Lag screw is Ok" , "NG"
Awning bottom to wall attachment check (F/P3)
maximum reaction from analysis
VREc := 0.1 kip TREc := 0.16 kip
T_E := 1 in penetration into wood for
a conservative design
check = "Lag screw is Ok"
using worst case reaction
HW Engingering Job #17206 17/18
attachment horizontal spacing in model d := 55 in
attachment horizontal trib. length D := 64 in
attachment vertical spacing in model s := 35 in
attachment vertical spacing S := 33 in
Vmax VREc d Tmax TREC d S Vmax = 116 lbf Tmax = 197 lbf
Use 1/4" ITW Buildex TEK or equivalent screw for frame to Z bracket
Va:= min(10631bf 35,990 1bf I Ta:= 3351bf 35
45 j 45
Screw demand/capacity ratio n := I
C Vmax Tmax Vmax Tmax\
Ratio := max ' + 0.71
nVanTa nVa nTaj
check := if(Ratio <_ 1.0, "sufficient" , "NG" )
Use 3/8" laq screw for z bracket to wood block(by others)
Pmax JTmax2 + Vmax2
Zpenp := 180 lbf
Pmax = 229 lbf
Zpar := 280 lbf
Va = 827 Ibf
10/03/2017
Ta = 261 lbf ESR -1976
Ratio = 0.758
check = "sufficient"
maximum force to screws
W := 305 lbf
in
CD := 1.6 for wind CM := 1.0 Co := 1.0 Ct := 1.0 Cg := 1.0 0 := atan
ZI := Zpenp CD CM CA Ct Cg Z1 = 288 lbf
Z2 := Zpar CD CM CO Ct Cg Z2 = 448 lbf
Z1 Z2
Z Z = 317.2 lbf T_E := 1 in penetration into wood for
Z1 cos(0)2 + Z2 sin(0)2
W1:= W T_E CD CM C1
Tmax
Vmax
Ze
IW1 Z
W1 cos(0)2 + Z sin(0)2
WI = 0.488 kip
Ze = 429 lbf
check := if (Pmax < Zg , "Lag screw is Ok" ,"NG")
Frame to frame
Use typical 1/8" all around fillet shop weld, well sufficient.
a conservative design
check = "Lag screw is Ok"
HW Engingering Job #17206 18/18
0
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development.
September 22, 2017
LUKE WALKER
18375 OLYMPIC AVE S
TUKWILA, WA 98188
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D17-0250
AT&T - 16415 SOUTHCENTER PKWY
Dear LUKE WALKER,
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL INFORMATION NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or land surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
1. Additional information shall be required for the awning installation. A registered design professional or engineer
shall provide details for the awning construction with calculations. Information shall include type of building and
building exterior materialsthe awning shall be attached too and where the method of attachment meets code to
withstand wind or other loads and live loads as required by Chapter 16 of the 2015 IBC. Structural members shall
be protected to prevent deterioration. Awnings shall have frames of noncombustible material, fire -retardant -treated
wood, wood of Type IV size, or 1 -hour construction with combustible or noncombustible covers. Awnings and
canopies shall be provided with an approved covering that meets the fire propagation performance criteria of Test
Method 1 or Test Method 2, as appropriate, of NFPA 701 or has a flame spread index not greater than 25 when
tested in accordance with ASTM E 84 or UL 723. Provide the additional information that applies to this awning
installation to show compliance with the related code information described above. (2015 IBC SECTION 3105)
2. Provide and be specific about the types of materials, fasteners, hardware, and awning covering specifications to
meet code for non-combustible material.
Note: Contingent on response to these corrections, further plan review may request for additional corrections.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
0 0
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. D17-0250
REAL
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORS COPY °
PLAN REVIEW/ROUTING SLIF
PERMIT NUMBER: D17-0250
PROJECT NAME: AT&T
DATE: 10/04/17
SITE ADDRESS: 16415 SOUTHCENTER PKWY
Original Plan Submittal
X Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
roll
Building Division
Public Works
Fire Prevention
Structural
Planning Division ❑
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 10/05/17
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 11/02/17
~ Approved
Corrections Required
❑ Approved with Conditions
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
'Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials:
12/18/2013
GERMIT CORD COPY C
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0250 DATE: 09/18/17
PROJECT NAME: AT&T
SITE ADDRESS: 16415 SOUTHCENTER PKWY
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
GM-
utldtng Divisio
tirt
Public Works
t 64 Fire Prevention
Structural
Planning Division
Permit Coordinator ❑
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 09/19/17
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
DUE DATE:
Approved with Conditions
Denied
(ie: Zoning Issues)
10/17/17
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg (N' Fire ❑ Ping ❑ PW ❑ Staff Initials: v ��
12/18/2013
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
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
Phe mail, fax, etc.
Date: 0 ((/
Plan ChecWPermit Number: D17-0250
❑ Response to Incomplete Letter #
• Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: AT&T
Project Address: 16415 Southcenter Pkwy
Contact Person: 1,44(' VIS q, t ia / Phone Number: - 92c— q8/ - /21V
Summary of Revision: O/Rwi4,7 A./% #4 a V Sfi*Mfect by u. cedgarti yf► # v1#(
411114- eft ,ite1 {(. carAtte ckS L
RECEIVED
CITY OF TUKWILA
OCT 0 4 i3Oi/
PERMIT CEMER
Sheet Number(s): j -"--1
"Cloud" or highlight all areas of revision including date of revisio
Received at the City of Tukwila Permit Center by:
[Entered in TRAKiT on 1(9 —1
\applications\forms-applications on line\revision submittal
Created: 8-13-2004
Revised:
RAINIER INDUSTRIES LTD
Hoene 1"ispanol Contact
Safety & Health Claims & Insurance
CaWashington State Department of
Labor & Industries
C
Page 1 of 3
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RAINIER INDUSTRIES LTD
Owner or tradesperson
Principals
CAMPBELL, SCOTT CURTICE, PRESIDENT
CAMPBELL, KAREN LYNN, VICE
PRESIDENT
SCHOONMAKER, GEORGE W
(End: 01/01/1980)
SCHOONMAKER, GEORGE W, AGENT
(End: 01/01/1980)
Doing business as
RAINIER INDUSTRIES LTD
WA UBI No.
600 523 816
18375 OLYMPIC AVE S
TUKWILA, WA 98188
425-251-1800
KING County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties -
Awnings, Canopies, Patio Covers, Exterior
Screens
License no.
RAINIIL066QP
Effective — expiration
11/17/1994— 01/11/2019
Bond
CBIC
Bond account no.
LB6600
$6,000.00
Received by L&I Effective date
09/16/2002 10/01/2002
Expiration date
Until Canceled
Insurance
Phoenix Insurance Company, The $1,000,000.00
Policy no.
6300532991
Received by L&l Effective date
01/24/2017 12/31/2016
Expiration date
12/31/2017
Insurance history
Savings
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