HomeMy WebLinkAbout2220 W. 18th Street Address:
2220 18 Ih Street
PREPARED 8/17/16, 16:29:58 INSPECTION TICKET PAGE 2
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY' DATE 8/17/16
---------------------------------------------------------------- -------------------------------
ADDRESS . : 2220 W 18TH ST SUBDIV:
CONTRACTORO PHONE
OWNER 6". 'PORT OF PORT ANGELES PHONE
PARCtL . 06-30-00-1-1-1900-1000-
APPL NUMBER: 15-00000620 IND REMODEL
--------------------------------------------- ---------------------------------------------------
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-----------------------------------------------------------------------------------------
8/05/16 DA August 5, 2016 8:11:22 AM jlierly.
Denny 490-1816
August 5, 2016 3:55:38 PM jlierly.
HVAC commisioning report required before final building is
crmplete except for the final report. JLL
BL99 04 8/17/16 BLDG FINAL
- OVERRIDE TAKEN BY 'JLIERLY DATE: 08/17/16 TIME: 16:29:17
August 17, 2016 4:34:17 PM jlierly.
Denny
f4 c
----------------------------------- --- COMMENTS AND NOTES --------------------- ----------------
FIGURE C408.1.4.2
COMMISSIONING COMPLIANCE CHECKLIST
Project Name:
Project Project Address: (v
Information
Certified Commissioning Professional:
Certifying Body:
L] Commissioning Plan was used during construction and included Items below
Commissioning . A narrative description of activities and the personnel intended to accomplish each one
Plan . Measurable criteria for performance
(Section C408.1.2) Functions to be tested
0" Mechanical systems were included in the commissioning process(Section C408.2)
Building mechanical systems have been tested to demonstrate the Installation and operation of components.
systems and system-to-system interfacing relationships in accordance with approved plans and specifications
Ja�' There are unresolved deficiencies with the mechanical systems.These are described in the Preliminary
Commissioning Report submitted to the Owner.The following items are not in compliance with energy
Code;
Commissioned
systems ir,,� Q46 /LO Co i,—
(Sections C408.2, 0 Service Water Heating Systems were included In the commissioning process(Section C408.3)
C408.3,C408.4 and Service water heating systems have been tested to demonstrate that control devices,components,equipment,
C408.15) and systems are calibrated,adjusted and operate in accordance with approved plans and specifications
(J There are unresolved deficiencies with the service water heating systems.These are described in the
Preliminary Commissioning Report submftied to the Owner,The following items are not in compliance with
energy code:
Electrical Power�or Lighting Systems were Included In the commissioning process(Section C408.4)
Electrical power and automatic lighting controls have been tested to demonstrate the installation and operation of
components,systems,and systern-to,-syslem interfacing relationships in accordance with approved plans and
specifications
LJ There are unresolved deficiencies with the electrical power and/or automatic lighting controls.These are
described in the Preliminary Commissioning Report submitted to the Owner.The following items are not in
compliance with energy code:
LI Additional systems Included in the commissioning process(Section C408.5)
If additional items were Included,list them here:
o There are unresolved deficiencies with systems required by G406 or G407.These are described in the
Preliminary Commissioning Report submitted to the Owner.The following items are not in compliance with
energy code:
Metering System Functional Testing has been completed(Section C408.6)
Energy source meters.energy end-use meters,the energy metering data acquisition system and required
display are calibrated adjusted and operate to minimally meet code requirements.
There are unresolved deficiencies with the metering system. These are described in the Preliminary
Commissioning Report submitted to the Owner.The following Items are not in compliance with energy
code:
CE-108 2015 Washington State Energy Code
FIGURE C408.1.4.2
COMMISSIONING COMPLIANCE CHECKLIST(Continuedi
Supporting IJ Manuals,record documents and training have been completed or are scheduled
Documents . System documentation has been provided to the owner or scheduled date: -fo 6 C_
(Section C103.6) . Record documents have been submitted to owner or scheduAd date: C_
Training has been completed or scheduled date:
Preliminary Commissioning Report submitted to Owner and Includes Items below
Preliminary
Commissioning
Q Itemization of deficiencies found during testing that are part of the energy code and that have not been
Report corrected at the time of report preparation.
(Section C408.1.4.1) C1 Deferred tests that cannot be performed at the time of report preparation with anticipated date of
completion.
C] Status of the project's record documents,manuals,and-systems operation training with respect to
requirements in Section 103.6.
I hereby certify that all requirements for Commissioning have been completed in accordance with the
Certification Washington State�nergy Code,including all items above.
Building Owner or Owner's Representative Date
PREPARED 6/29/16, 10:36:15 INSPECTION TICKET PAGE 1
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/29/16
------------------------------------------------------------------------------------------------
ADDRESS . : 2220 W 18TH ST SUBDIV:
CONTRACTOR PHONE
OWNER PORT OF PORT ANGELES PHONE
PARCEL 06-30-00-1-1-1900-1000-
APPL NUMBER: 15-00000620 IND REMODEL
------------------------------------------------------------------------------------------------
PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
BLFO 01 1/21/16 JLL BLDG FOUNDATION
1/21/16 AP January 20, 2016 10:13:15 AM jlierly.
260-S80-2890
January 21, 2016 3:55:05 PM jlierly.
BL1 01 2/04/16 JLL BLDG FOUNDATION FOOTING
2/04/16 AP February 4, 2016 8:30:59 AM jlierly.
360-580-2890
February 4, 2016 4:12:30 PM jlierly.
BL3 01 3/14/16 PB BLDG FRAMING
3/15/16 AP March 14, 2016 12:18:58 PM pbarthol.
Brian 360-580-2890
BLDR 01 3/31/16 , JLL BLDG DRYWALL IBWP
3/31/16 AP March 31, 2016 12:01:21 PM jlierly.
360-580-2890
March 31, 2016 4:13:23 PM jlierly.
BLFO 02 4/15/16 JLL BLDG FOUNDATION
4/18/16 AP April 15, 2016 10:03:45 AM jlierly.
Slab steel inside existing structure./ill
April 18, 2016 4:20:24 PM jlierly.
BLTB 01 5/17/16 JLL BLDG T-BAR
5/17/16 AP May 17, 2016 9:48:38 AM jlierly.
360-580-2890
May 17, 2016 4:25:59 PM jlierly.
BLTB 02 5/25/16 JLL BLDG T-BAR
5/25/16 AP May 2S, 2016 8:08:39 AM jlierly.
Brian 360-580-2890 partial in labs and office space area
only/jll
May 2S, 2016 4:07:22 PM jlierly.
BL99 01 6/29/16 BLDG FINAL
June 29, 2016 9:37:09 AM jlierly.
260-580-2890 This inspection is for a TCO and not for full
occupancy. Ribbon cutting ceremony social only.JLL
---------------------- ---------------------------------------------------------------------
PERMIT: ME 00 MECHANICAL PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
ME5 01 3/15/16 PB MECHANICAL DUCTS
3/16/16 AP March 1S, 2016 12:29:43 PM pbarthol.
Dave 477-0811
March 16, 2016 10:23:20 AM pbarthol.
ME1 01 1 5/19/16 JLL MECHANICAL ROUGH-IN
5/19/16 AP May 19, 2016 8:45:30 AM jlierly.
office ceiling only/ill Dean Shmidt. 460-7970
May 19, 2016 4:25:02 PM jlierly.
----------------------------------- CONTINUED ONTO NEXT PAGE -----------------------------------
PREPARED 6/29/16, 10:36:15 INSPECTION TICKET PAGE 2
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/29/16
----------------------------------------------------------------------------------------
ADDRESS - : 2220 W 18TH ST SUBDIV:
CONTRACTOR : PHONE
OWNER PORT OF PORT ANGELES PHONE
PARCEL 06-30-00-1-1-1900-1000-
APPL NUMBER: 15-00000620 IND REMODEL
------------------------------------------------------------------------------------------------
REQUESTED INSP DESCRIPTION '
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
MERP 01 6/21/16 JLL MECHANICAL REFRIGERANT PRESS.
6/23/16 - AP June 17, 2016 9:06:49 AM jlierly.
Tyler 42S-531-4012 A/C Line pressure test
June 17, 2016 4:20:52 PM jlierly.
June 23 2016 12:11:37 PM jlierly.
ME99 01 6/29/16 MECHANI�AL FINAL
ht June 29, 2016 9:38:36 AM jlierly.
- ----------------------X-Ai----- -------------------------------------------------------------
PERMIT: PL 00 PLUMBING P IT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
PL2 01 1/12/16 JLL PLUMBING ROUGH-IN
1/12/16 AP
640-4443
January 11, 2016 4:39:35 PM jlierly.
January 12, 2016 4:32:09 PM jlierly.
PL2 02 1/19/16 PB PLUMBING ROUGH-IN
1/20/16 AP January 19, 2016 11:44:50 AM pbarthol.
Mike 360-640-4443
January 20, 2016 10:13:07 AM pbarthol.
PL2 03 3/18/16 PB PLUMBING ROUGH-IN
3/18/16 AP March 18, 2016 11:38:35 AM pbarthol.
Mike 477-9773
March 18, 2016 4:54:28 Pm pbarthol.
PLANS M3.2 TO GRID LINE 7
PL2 04 4/08/16 JLL PLUMBING ROUGH-IN
4/08/16 AP April 7., 2016 8:25:39 AM jlierly.
360-640-4443
April 8, 2016 4:25:44 PM jlierly.
PL99 01 6/29/16 PLUMBING FINAL
June 29, 2016 9:38:49 AM jlierly.
-------------------------- --------- COMMENTS AND NOTES --------------------------------------
CITY OF PORT ANGELES
321 E 5TH STREET
PORT ANGELES WA 98362
C E R T I F I C A T E 0 F 0 C C U P A N C Y
TEMPORARY
Issue Date . . . . . . 8/08/16
Expiration Date . . . . 9/08/16
Parcel Number . . . . . 06-30-00-1-1-1900-1000-
Property Address . . . 2220 W 18TH ST
PORT ANGELES WA 98363
Subdivision Name . . .
Legal Description . . . LTS 119-126 & 141-150 & VAC ST
S ABTG; SURVEYS V14 P11;V25 P9
9; V27 P17 ;V42 P70 ;V44 P49
Property Zoning . . . . INDUSTRIAL LIGHT
Owner . . . . . . . . . PORT OF PORT ANGELES
Contractor . . . . . . .
Application number 15-000006 20 000 000
Description of Work IND REMODEL
Construction type . . . TYPE II FIRE RESISTIVE
Occupancy type . . . . FACTORY & INDUSTRIAL
Flood Zone . : * , , ,
Special conditions . .
June 2�, 2016 4 : 12 : 26 PM jlierly.
Structure ok to occupay for ribbon cutting and social event
only. No occupancy other then described above . Complete
items listed on final inspection and recall before 30 period
has expired/jll
August 8 , 2016 4 : 59 : 31 PM jlierly.
Complete the HVAC commissioning report and provide a signed
copy per code to the buLding department/jll
Approved . . . . . . .
Building Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
PREPARED 8/05/16, 8:12:34 INSPECTION TICKET PAGE 2
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/05/16
--------------------------------------------------------------- --------------------------------
ADDRESS 2220 W 18TH ST SUBDIV:
CONTRACTOR : PHONE
OWNER PORT OF PORT ANGELES PHONE
PARCEL 06-30-00-1-1-1900-1000-
APPL NUMBER: 15-00000620 IND REMODEL
------------------------------------------------------------------------------------------------
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-------------------------------------------------------------
August 5, 2016 8:11:22 AM jlierly.
De�iny 49-1816
-------------------------------------- COMMENTS AND NOTES --------------------------------------
-4 c,>-
12-&-oo
SECTION C408 Record of progress and completion of operator
SYSTEM COMMISSIONING training.
C408.1 General.This section covers the commissioning C408.1.2.1 Acceptance of report.Buildings,or
of the building mechanical systems in Section C403, portions thereof,shall not pass the final mechanical
service water heating systems in Section C404,electrical and electrical inspections or obtain a certificate of
power and lighting systems in Section C405 and energy occupancy,until such time as the code official has
metering in Section C409.Prior to passing the final received a letter of transmittal from the building
mechanical and electrical inspections or obtaining a owner acknowledging that the building owner has
certificate of occupancy,the registered design received the Preliminary Commissioning Report.
professional or approved agency shall provide evidence Completion of the Commissioning Compliance
of systems commissioning and completion in accordance Checklist(Figure C408.1.2.1)is deemed to satisfy
with the provisions of this section. this requirement.
Copies of all documentation shall be given to the C408.1.2.2 Copy of report.The code official shall
owner and made available to the code official upon be permitted to require that a copy of the
request in accordance with Sections C408.1.2 and Preliminary Commissioning Report be made
C408.1.3. available for review by the code official.
C408.1.1 Commissioning plan.A commissioning C408.1.3 Documentation requirements.The
plan shall be developed by a registered design construction documents shall specify that the
professional or approved agency and shall include the documents described in this section be provided to the
following items: building owner within 90 days of the date of receipt of
I. A narrative description of the activities that will the certificate of occupancy.
be accomplished during each phase of C408.1.3.1 Record documents.Construction
commissioning,including the personnel documents shall be updated to convey a record of
intended to accomplish each of the activities. the alterations to the original design.Such updates
2. Roles and responsibilities of the commissioning shall include updated mechanical,electrical and
team. control drawings red-lined,or redrawn if specified,
3. A schedule of activities including systems that show all changes to size,type and locations of
testing and balancing,functional testing,and components,equipment and assemblies.
supporting documentation. C408.1.3.2 Manuals.An operating and maintenance
4. A listing of the specific equipment,appliances manual shall be provided and include all of the
or systems to be tested and a description of the following:
tests to be performed. I. Submittal data stating equipment size and
5. Functions to be tested. selected options for each piece of equipment
6. Conditions under which the test will be requiring maintenance.
performed. 2. Manufacturer's operation manuals and
7. Measurable criteria for performance. maintenance manuals for each piece of
C408.1.2 Preliminary commissioning report.A equipment requiring maintenance,except
preliminary report of commissioning test procedures equipment not furnished as part of the project.
and results shall be completed and certified by the Required routine maintenance actions shall be
registered design professional or approved agency and clearly identified.
provided to the building owner.The report shall be 3. Name and address of at least one service
identified as"Preliminary Commissioning Report"and agency.
shall identify: 4. Controls system maintenance and calibration
I. Itemization of deficiencies found during testing information,including wiring diagrams,
required by this section that have not been schematics,record documents,and control
corrected at the time of report preparation. sequence descriptions.Desired or
2. Deferred tests that cannot be performed at the field-determined setpoints shall be
time of report preparation because of climatic permanently recorded on control drawings at
conditions,with anticipated date of completion. control devices or,for digital control systems,
3. Climatic conditions required for performance of in system programming instructions.
the deferred tests.
4.
2012 Washington State Energy Code CE-93
CITY OF PORT ANGELES
321 E 5TH STREET
PORT ANGELES WA 98362
C E R T I F I C A T E 0 F 0 C C U P A N C Y
T E M P 0 R A R Y
Issue Date . . . . . . 6/29/16
Expiration Date . . . . 7/29/16
Parcel Number . . . . . 06-30-00-1-1-1900-1000-
Property Address . . . 2220 W 18TH ST
PORT ANGELES WA 98363
Subdivision Name . . .
Legal Description . . . LTS 119-126 & 141-150 & VAC ST
S ABTG; SURVEYS V14 P11;V25 P9
9; V27 P17;V42 P70 ;V44 P49
Property Zoning . . . . INDUSTRIAL LIGHT
Owner . . . . . . . . . PORT OF PORT ANGELES
Contractor . . . . . .
Application number 15-00000620 000 000
Description of Work IND REMODEL
Construction type . . . TYPE II FIRE RESISTIVE
Occupancy type . . . . FACTORY & INDUSTRIAL
Flood Zone
Special conditions
June 29, 2016 4 : 12 : 26 PM jlierly.
Structure ok to occupay for ribbo c tting and - socia,l:--even' t
only. No occupancy other then d cri ed above . Complete'
items listed on final inspecti d reca bef e 30 perli.od
has expired/jll
Approved . . . . . . .
I/ Bui-ldinj/�riaV
VOID UNLESS SIGNED BY BUILDING OFFICIAL
Address:
2220 W 18 Ih Street
CITY OF PORT ANGELES
321 E 5TH STREET
PORT ANGELES WA 98362
C E R T I I C A T E 0 F 0 C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . 8/08/16
Parcel Number . . .. . . 06-'30-00-1-1-1900-1000-
Property Address . . . 2220 W 18TH ST
PORT ANGELES WA 98363
Subdivision Name . . .
Legal Description . . . LTS 119-1261 & 141-150 & VAC ST
S ABTG; SURVEYS V14 P11;V25 P9
9; V27 P17 ;V42 P70 ;V44 P49
Property Zoning . . . . INDUSTRIAL LIGHT
Owner . . . . . . . . . . PORT OF PORT ANGELES
Contractor . . . . . .
Application number 15-00000,620 000 000
Description of Work IND REMODEL
Construction type . TYPE II FIRE RESISTIVE
Occupancy type . . . . FACTORY & INDUSTRIAL
Flood Zone
Special conditions
June 29, 2016 4 : 12 : 26 PM jlierly.
Structure ok to occupay for ribbon cutting and social event
only. No occupancy other then described above . Complete
items listed on final inspection and recall before 30 period
has expired/jll
August 8 , 2016 4 : 59 : 31 PM jlierly.
Complete the HVAC commissioning report a'n"d provide a signed
0�1 t/
copy per code to the building departnkn/t/jll
August 18 , 2016 11 : 03 : 11 AM pbarth .
All items completed OK to permane ly occupy JLL
Approved . . . . . . .
41 4�laiKg Of
VOID UNLESS SIGNED BY BUILDING OFFICIAL
PREPARED 5/25/16, 8:20:49 INSPECTION TICKET PAGE 19
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/25/16
------------------------------------------------------------------------------------------------
ADDRESS . : 2220 W 18TH ST SUBDIV:
CONTRACTOR : PHONE
OWNER PORT OF PORT ANGELES PHONE
PARCEL 06-30-00-1-1-1900-1000-
APPL NUMBER: 15-00000620 IND REMODEL
------------------------------------------------------------------------------------------------
PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
BLFO 01 1/21/16 JLL BLDG FOUNDATION
1/21/16 AP January 20, 2016 10:13:15 AM jlierly.
260-580-2890
January 21, 2016 3:55:05 PM jlierly.
BL1 01 2/04/16 JLL BLDG FOUNDATION FOOTING
2/04/16 AP February 4, 2016 8:30:59 AM jlierly.
360-580-2890
February 4, 2016 4:12:30 PM jlierly-
BL3 01 3/14/16 PB BLDG FRAMING
3/1S/16 A? March 14, 2016 12:18:S8 PM pbarthol.
Brian 360-S80-2890
BLDR 01 3/31/16 JLL BLDG DRYWALL IBWP
3/31/16 AP March 31, 2016 12:01:21 PM jlierly.
360-580-2890
March 31, 2016 4:13:23 PM jlierly.
BLFO 02 4/15/16 JLL BLDG FOUNDATION
4/18/16 AP April 15, 2016 10:03:45 AM jlierly.
Slab steel inside existing structure-/jll
April 18, 2016 4:20:24 PM jlierly.
BLTB 01 5/17/16 JLL BLDG T-BAR
5/17/16 AP May 17, 2016 9:48:38 AM jlierly.
360-580-2890
May 17, 2016 4:25:S9 Pm jlierly.
BLTB 02 5/25/16 J-LL/-'\ BLDG T-BAR
11\11 ) May 25, 2016 8:08:39 AM jlierly.
Brian 360-580-2890 partial in labs and office space area
only/jll
-------------------------------------- COMMENTS AND NOTES --------------------------------------
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number . . . . . 15-00000620 Date 10/15/15
Application pin number . . . 085000
Property Address . . . . . . 2220 W 18TH ST REPORT SALES TAX
ASSESSOR PARCEL NUMBER: OG-30-00-1-1-1900-1000-
Application type description IND REMODEL on your state excise tax form
Subdivision Name . . . . . . to the City of Port Angeles
Property Use . . . . . . . .
Property Zoning . . . . . . . INDUSTRIAL LIGHT , (Location Code 0502)
Application valuation . . . . 4271000
----------------------------------------------------------------------------
Application desc
INTERIOR TI WORK/ADD LOADING DOCK/IND FREEZERS. . .
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
PORT OF PORT ANGELES OWNER
PO BOX 1350
PORT ANGELES WA 983620251
--------------------- Structure Information 000 000 ----------------------
Construction Type . . . . . TYPE 11 FIRE RESISTIVE
Occupancy Type . . . . . . FACTORY & INDUSTRIAL
-----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT - COMMERCIAL
Additional desc . . BLD PERMIT COMPOSITE TI WRK
Permit Fee . . . . .00 Plan Check Fee 6497.76
Issue Date . . . . 10/15/15 valuation . . . . 4271000
Expiration Date . . 4/12/16
Qty Unit Charge Per Extension
BASE FEE .00
.00 3.6500 THOU BL-lM + (3.65 PER K) .00
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . . MECHANICAL TI WORK
Permit Fee . . . . 413.90 Plan Check Fee .00
Issue Date . . . . 10/15/15 Valuation . . . . 0
Expiration Date 4/12/16
Qty Unit Charge Per
40 Extension
BASE FEE 50.00
1.00 10.6500 EA ME-AIR HAND <OR=10,000 CFM 10.65
8.00 18.1000 EA ME-AIR HAND >10,000 CFM 144.80
9.00 10.6500 EA ME-EVAP COOLER (ATTACHED) 95.85
8.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 58.00
3.00 18.2000 EA ME-FURN/HP/FAU > 5 TON 54.GO
---------------- ------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . . PLUMBING TI WORK
Permit Fee . . . . 674.00 Plan Check Fee .00
Issue Date . . . . 10/15/15 Valuation . . . . . 0
Expiration Date 4/12/16
Qty Unit Charge Per Extension
19
C) Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes
% null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned
for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the
last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does
not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
1QLb,&_ LVAUS 4A4840
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder)
T:Forms!Building Division/Building Permit
BUILDING PERMIT INSPECTION RECORD
— PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS—
Building Inspections 417-4815 Electrical Inspections 417-4735
Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Sternwall
Foundation Drainage/Downspouts
Piers
Post Holes(Pole Bldgs.)
KUMBING:
Under Floor/Slab
Rough-In
ater Line(Meter to Bldg)
Gas Line
Back Flow/Water FINAL Date Accepted by
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists I Girders I Under Floor
Shear Wall/Hold Downs
Walls I Roof I Ceiling
Drywall(interior Braced Panel Only)
T-Bar
INSULATION:
Slab
Wall/Floor/Ceiling
MECHANICAL:
Heat Pump/Furnace/FAU/Ducts
Rough-In
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date Accepted by
MANUFACTURED HOMES:
Footing I Slab
Blocking&Hold Downs
,Skirting
PLANNING DEPT. Separate Permit#s SEPA:
Parking/Lighting ESA:
Landscaping ISHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE
Inspection Type Date Accepted By
Electrical ' 417-4735
Construction- R.W. PW I Engineering 417-4831
Fire 417-4653
Planning 417-4750
Building 417-4815
T:Forms/Building Division/Building Permit
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Page 2
Application Number . . . . . 15-00000620 Date 10/15/15
Application pin number . . . 085000 REPORT SALES TAX
Qty Unit Charge Per Extension on your state excise tax form
BASE FEE 50.00 to the City of Port Angeles
80.00 7.0000 EA PL-PLUMBING TRAP 560.00
3.00 7.0000 EA PL-WATER LINE 21.00 (Location Code 0502)
2.00 7.0000 EA PL-DRAIN VENT PIPING 14.00
1.00 15.0000 EA PL-SEWER LINE 15.00
2.00 7.0000 EA PL-WATER HEATER 14.00
----------------------------------------------------------------------------
Special Notes and Comments
July 29, 2015 10:26:37 AM pbarthol.
Per Dan McKeen in accordance with
section 3.70.900 of the Port Angeles
Municipal Code the City is waiving
$22,500 in fees as memorialized in a
letter to Ken O'Hollaren dated July 28,
2015.
The permit fees waived are as follows
Building permit fee: $17574.40 waived
Building Plan Check fee:$11,423.36 of
which $4925.60 was waived, totaling
$22,500. pb
August 7, 2015 7:49:34 AM rbecker.
If you are installing a closed fire sprinkler system, you
will need to install a double check valve assembly. If you
are installing an open fire system, you do not need to
install a backflow.
If you have any questions call Ron Becker at 360-417-4886,
fax:360-452-4972, or E-mail: rbecker@cityofpa.us
Address numbers shall be plainly visible from the street.
Address numbers shall be a minimum of six inches high and be
of contrasting color from the background.
A KNOX locking keybox will be required. Contact the Fire
Department at 360-417-4653 for KNOX keybox ordering
information and mounting location.
Labeling is required for doors leading to spaces containing
fire alarm control panels and fire sprinkler risers.
Owner is responsible for ongoing fire sprinkler system
inspection and testing per the current addition of NFPA 25.
June 19, 2015 3:00:37 PM kdubuc.
Freezers will require sprinkler protection.
June 19, 2015 3:01:08 PM kdubuc.
Permit(s) required for modifications or additions to
sprinkler and or fire alarm system(s) .
Electrical *load calculations and electrical permits are
required.
Public Works Utility Engineering has no requirements for
this plan review.
Backflow devices are required at point of use appliances
when connected to City water service. For inspection by
Public Works back flow specialist contact Ron Becker at
417-4886.
Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities.private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within.180 days,if construction or work is suspended or abandoned
for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the
last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does
not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder)
TForms/Building Division/B ui[ding Permit
BUILDING PERMIT INSPECTION RECORD
— PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS—
Building Inspections 417-4815 Electrical Inspections 417-4735
Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886
IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Stemwall
Foundation Drainage I Downspouts
Piers
Post Holes(Pole BIdgs.)
PLUMBING:
Under Floor/Slab
Rough-in
Water Line(Meter to Bldg)
Gas Line
Back Flow/Water FINAL Date Accepted by
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists/Girders I Under Floor
Shear Wall/Hold Downs
Walls I Roof/Ceiling
Drywall(Interior Braced Panel Only)
T-Bar
INSULATION:
Slab
Wall I Floor I Ceiling
MECHANICAL:
Heat Pump/Furnace/FAU I Ducts
Rough-in
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date Accepted by
MANUFACTURED HOMES:
Footing I Slab
Blocking&Hold Downs
,Skirting
PLANNING DEPT. Separate Permit#s SEPA:
Parking/Lighting ESA:
Landscaping ISHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE
Inspection Type Date Accepted By
Electrical 417-4735
Construction- R.W. PW I Engineering 417-4831
Fire 417-4653
Planning 417-4750
Building 417-4815
T:Forms/Building Division/Building Permit
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES,WA 98362
Page 3
Application Number . . . . . 15-0000OG20 Date 10/1S/15
Application pin number . . . 085000 REPORT SALES TAX
----------------------------------------------------------------------------
Other Fees . . . . . . . . . STATE SURCHARGE 4.50 on your state excise tax form
---------------------------------------------------------------------------- to the City of Port Angeles
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----- ----- (Location Code 0502)
Permit Fee Total 1087.90 1087.90 .00 .00
Plan Check Total 6497.76 6497.76 .00 .00
Other Fee Total 4.50 4.50 .00 .00
Grand Total 7590.16 7590.1G .00 .00
Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes
null and void if work or construction*authorized is not commenced within.180 days,if construction or work is suspended or abandoned
for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the
last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does
not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder)
T:FormsiBuilding Division/Building Permit
BUILDING PERMIT INSPECTION RECORD
— PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS—
Building Inspections 417-4815 Electrical Inspections 417-4735
Public Works Utilities 417-4831 Backfiow Prevention Inspections 417-4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Stemwall
Foundation Drainage/Downspouts
Piers
Post Holes(Pole Bldgs.)
'PLUMBING:
Under Floor/Slab
Rough-In
Water Line(Meter to Bldg)
Gas Line
Back Flow/Water FINAL Date Accepted by
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists/Girders/Under Floor
Shear Wall/Hold Downs
Walls/Roof/Ceiling
Drywall(Interior Braced Panel Only)
T-Bar
INSULATION:
Slab
Wall/Floor/Ceiling
MECHANICAL
Heat Pump/Furnace/FAU I Ducts
Rough-In
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date Accepted by
MANUFACTURED HOMES:
Footing I Slab
Blocking&Hold Downs
Skirting
PLANNING DEPT. Separate Permit#s SEPA:
Parking/Lighting ESA:
Landscaping ISHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE
Inspection Type Date Accepted By
Electrical 417-4735
Construction- R.W. PW I Engineering 417-4831
Fire 417-4653
Planning 417-4750
Building 417-4815
T:Forms/Building Division/Building Permit
For City Use
2
rtITYOF ,HvT
A P��Ppit#
W A S H I N G T 0 N, U. S. /D te Received: ';Z-
321 E 51hStreet Zte Approved ,f-
E
Port Angeles,WA 9836 U
P:360-417-4817 F:360-417-4711
Email:VermitsPci1yofpa.us C,,veii
BUILDING PERMI/�AJCATION
Project Address: V11- 11"11 -----T. Tloprr WAv '18:?-62-
i--A,V-A-ry M C 7-A Phone: '3�4,0. -4?,-� Y, JoS
Primary Contact: Email:
Name Phone
T--,frr--AF 3(00. Ai�-1 . 542-7—
Property Mailing Address Email
Owner
G State Zip
I W^- �
Name Phone
Contractor Address Email
Information city State Zip
Fontractor License# Exp.Date:
Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor)
:r_ s 14) 2-11 1 POO' IN(,L- -VNX N&Off f-45�
Residential El Co mercial Industrial Public El
Permit Demolition Fire 0 Repair El Reroof(tear off/lay over)
Classification For the following,fill out both pages of permit application:
(check New Construction El Exterior Remodel Addition El Tenant Improvement
appropriate) Mechanical X Plumbing Other
Fire Sprinkler Syst m Proposed ation System Pro!osed or Proposed Bathrooms Proposed Bedrooms
I Irrig 0 Tb I
or Existing? Yes No 13 1 Existing? Yes [3 0
In addition to sta nd--ri h--ri --py submittals please send a PDF copy of all Stormwater plans and Engineering to
www.stormwater9dqofpa.us
Project Description '7-510eo 9,1:� -Mt�,VV7 1Mf"vEMtW7 V-11,,q001-TMAM-L- C-4
Is project in a Flood Zone: Yes 0 No�( Flood Zone Type:
If in a Flood Zone, what is the value of the structure before proposed improvement? $
1 have read and completed the application and know it to be true and correct. I am authorized to apply for
this permit and understand that it is my responsibility to determine what permits are required and to
obtain permits prior to work. I understand that plan review fees are not refundable after review has
occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is
issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application
will be considered abandoned and the fees will be forfeited.
Date Print Name Signature
NA Residential Structures
Existing Proposed Construction For Office Use
Area Descriptions(SQ FT) Floor area Floor area $Value new area
Basement
First Floor
Second Floor
Covered Deck/Porch/Entry
Deck(over 30"or 2'd floor)
Garage
Carport
Other(describe)
Area Totals
Commercial Structures
Area Descriptions(SQ FT) Existing Proposed Construction For Office Use
Floor area Floor area $Value new area
Existing Structure (s) -JS'
Proposed Addition
Tenant Improvement?
Other work(describe)
Site Area Totals
Lot/Site Coverage Calculations
I c�t�ize(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage (Total lot cov lot size) Max Bldg Height
all structures sq ft
Site Coverage(Sq Ft of all imperylous) %of Site Coverage (total site cov�lot size)
7T-�Aa tmPu*j-ir-jTT \tvl 46 5o6o Sf of- "rnoN%- a rw-
71rAL- "7 IS 0-4-A%g4�5' Mechanical Fixtures
Indicate how many of each type of fixture to be installed or relocated as part of this project.
Air Handler Size: # Haz/Non-Haz Piping Outlets:
1wL-Tinci I \1^1-4Aw&A _ I(p v
Appliance Exhaust Fan -4� # Heaier(Suspended, Floor,Recessed wall) #
Boiler/Compressor Size: # Heating/Cooling appliance
P4lLWikA?1V4dAlAA,A lNuLap4, repair/alteration
Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas #
portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. 0
Fuel Gas Piping #of Outlets: 0 Ventilation Fan,single duct # 0
Furnace/Heat Pump/ AJ Size: # /7, Ventilation System #
Forced Air Unit SW, 1$MI.-L 4*,,r<T V'* *3
Plumbing Fixtures
Indicate how many of each type of fixtu e to be installed or relocated
Plumbing Traps # Water Heater # -Z
44,
Plumbing Vent piping # Medical gas piping #of Outlets:
46 ( 4.,r A-5 , ��
Water Line -4— # Fuel gas piping #of Outlets:
Sewer Line 04K 5�E"fz:k- # Industrial waste pretreatment
interceptor(Grease Trap) Size
Other(describe): 95OMP"5560 AIM - Aft ANUM - 'fm/
T:\BUILDING\APPLICATION FORMS\Current BP Application\Bi#lding Permit 4-17-13.docx
=TDN'"m WIN
AM`�D—.
SITE PLAN NOTES.
CARL&TTi ARCHITICTS PA.
40*-W
11 EAST FIR STREET
SUITE A
—- -----.......
MOUNT VERNON WA.0827�
AW
PAP AND PAP
...........
T
2220 W.I8TH ST.
4ES
(EXISTING SHELLI
.2 PO T OF PORT ANGELES
C=TW FIRE COMPOSITE RECYCLING AND
TECH LOST CENTER
2220 W.18TH STREET
FORT ANGELES.WA HM5
MTOW r-m
—=TOW
�y
&PORT
----------
................. .....
MAR mm .......
9
FWTW m
...... ....... J.
.....................
1-3
-—----------
.............. ............... .... ..
PROJECT NUMbEk 15-911
MTbW WATER METER
FOR--a . .................
........... .............. .........
REVISIONS.
PERMIT SET 05122/15
IIIJILDING#1 ........
(EXISTING)
C-- �-'J=
SHEET TITLE.
SITC PLAN
............ ......——---------
S. 0
r-f MCZA
S.To.§ZAK
.... ........... Pic
MAY 14,2015
SITE PLAN UVE
SCALE r io,-o, 15-811 CRTC ELANS.ft,
P, ——
A-1 -0
IL
"IL"S
))0 iff NG tr
W 'A S H I N G T 0 N, U. S. A.
City Manager's Office
—M�
July 28, 2015
Ken O'Hollaren
Executive Director
Port of Port Angeles
P.O. Box 1350
Port Angeles, WA 98362
.. ..........
Port of Port Angeles Composite Recycling Technology Center(CRTC)
RE: Fee Wavier
..........
Dear Ken,
14 This letter is intended.to.formally respond to your letter dated May 29, 2015, requesting wavier of fees
mposite Recycling Technology Center(CRTC). On Thursday July'23d the City received
for the Co
notice from Port staff that all issues had been cleared for issuance of the building permit for the
proj�ct.
As you are aware the City is heavily invested in our local composites industry with over$2M in
nitted and planned investments in support for this industry. Over$800,000 has been committed in
corm
the form of campus infrastructure and$1.3M in 18th Street.roadway improvements for access to the
site. The City recognizes the importance of this project relative to the creation of new jobs with an
anticipated I I I new direct employees and a ten year projection of 338 new j bs for the co u ty.
mm ni In
accordance with section 3.70.900 of the Port Angeles Municipal'Code,the City Managenis delegated
with the authority to waive fees for economic development projects which create additional private
d
sectorjobs..In support of the project,I am willing to waive a portion of project fees.
In review of all fees and charges associated with the project the total permit fee is$30,090.16
including Building Permit,Plan Check,Plumbing Permit, and Mechanical Pennit fees.As discussed
during our June 18th meeting by way of this letter, I am confirming the waiver of$22,500 of these
permit relate&fees. In order for the permit to be issued,you will need to provide payment in the
-nit to be issued.
amount of$7,590.16 for the pen
S
Dan McKeen
`Z�JP` City Manager
CC Nathan A. West,Director of Community and Economic Development
Jennifer States, Director of Business Development, Port of Port Angeles
-417-4500 Fax: 360-417-4509 1 TTY: 360-417-4645
Phone: 360
Website: www.cityofpa.us/ Email: cityrnanager@cityofpa.us
321 East Fifth Street - P.O. Box 1150 Port Angeles, WA 98362-0217
7/24/15 , 8 : 33 : 41 PAYMENTS DUE RECEIPT
16ITY-OF PORT ANGELES PROGRAM BP820L
- - - -- ---------- ------- - ---------------------------------- ------------------
APPLICATION NUMBER: 15-00000620 2220 W 18TH ST
FEE DESCRIPTION AMOUNT DUE
--------- ----------- ---- --------------------- ------ ----------- - ---- ---- ----
PLAN CHECK FEES 11423 . 36
MECHANICAL PERMIT 413 . 90
PLUMBING PERMIT 674 . 00
BUILDING PERMIT - COMMERCIAL 17574 . 40
STATE SURCHARGE 4 . 50
TOTAL DUE 30090 . 16
Please present this receipt to the cashier with full payment .
00
vv-j�L V�3 +
RICE
Group , Inc.
F Q�V_7k,�,A 77��
Consulting Engineers
Pat Bartholick
City of Port Angeles
321 E 5th Street
Port Angeles, Wa. 98362
PROJECT: COMPOSITE AND RECYCLING TECHNOLOGY CENTER
SUBJECT: MECHANICAL APPLICATION
Mr. Bartholick,
Here are the mechanical counts for the mechanical section of the application.
(28) Air Handlers:
(3) - 0.5 ton
(9) - 0.75 ton
(1) - 1.25 ton
(2) - 1.0 ton C6 -7
(5) - 2.0 ton
(4) - 20 ton
(4) - 27.5 ton
(9) Condensing Units: oc)o 00 6b
(1) - 0.75 ton
(1) - 1.5 ton 0
(1) - 2 ton
(1) - 6 ton
(1) - 8 ton
(2) - 12 HP
(2) - 15-HP
(3) Packaged Heat Pumps,
(2) - 7.5 ton
(1) - 30 ton
(8) Exhaust fans- All exhaust fans exhaust areas of the building. (Restrooms, data,
electrical, oven areas)
(3) Water lines-
(1) Cold water line
(1) Hot water line
(1) Potable water line
(1) Hot water recirculation line
(1) Sewer line:
(2) Plumbing Vent lines'.
20201 Cedar Valley Road, Suite 120 1 Lynnwood,WA 98036 1 Phone:425-774-3829 1 Fax:425-672-2084
CARLETTI ARCHITECTS, PS.
architecture&planning LETTIER OF TRANSMHTTAL
TO: Cijy of Port Angeles DATE: June 1, 2015
JOB NO.: 15-811
321 E. 5 1h Street
Port Angeles, WA 98362 RE: Port of Port Angeles Composites Recycling and
Technology Center (CRTC)
WE ARE SENDING YOU XAttached El Under separate cover via the following items:
El Shop drawings El Prints lans El Samples
El Specifications El Copy of letter El Change order El Submittals
El Draw Request
Copies Date Revised/No. Description
2 f7V1LDlN4i FL4PIS ��e.IA,c-(vlL,,gTaiAL-rvkAL-, zij "-L"
2 9"WAt v&h- (A6 ot4s r_-_
2 KAl",c*Jr-A&- 3 JjAotmp�
2 ttt4-1�- CAA- .5LIAAA~
d_
THESE ARE TRANSMITTED as checked below:
)(For approval El Approved as submitted El Resubmit—copies for approval
El For your use 0 Approved as noted El Submit—copies for distribution
El As requested El Returned for corrections El Return corrected prints
El For review and comment F
El FORBIDS DUE El PRINTS RETURNED AFTER LOAN TO US
Items referenced and required for permit resubmittal
COPY TO SIGNED: Sara Tomczak
Ifenclosures are not as noted,kindly notify us at once.
www1carlettiarchitects.com. 116 E.Fir Street,Suite A Mount Vernon, WA 982 73 (360)424-0394 FAX (360)424-5726
��IDCI
E Seattle
0
q Portland
Spokane
San Diego
Austin
Irvine
Eugene
San Francisco
Structural Calculations
Anchorage
PORT OF PORT ANGELES
W 18 TI Street, Port Angelds, WA 98363
DC1 Job Number 15011 -0095
08
WA
0
29759
Prepared for:
Carletti Architects
116 East Fir Street, Suite A
Mount Vernon, WA 98273
818 Stewart Street,Su ite 10001 beattle,Washington,98101 Phone(206)332-1900
!S e r v I c e I n n o v a t I o n V a I u e
Clallam County, Washington
Wind, Snow and Seismic Zones for Clallam
County
Average Snow Seismic
Area Wind Speed Exposure Load(S600' Design
elev) Category
IRC-Special ASCE 7-
Wind Region 10 IBC GROUND
2012
Port Angeles 100 MPH 130 MPH C/(D**) 25 PSF D2
Diamond Point 100 MPH 130 MPH C/(D**) 25 PSF D2
Sequim 100 MPH 130 MPH C/(D**) 25 PSF D2
Beaver 110 MPH 140 MPH C 30 PSF D2
Pillar Point HOMPH 140 MPH C/(D**) 25PSF D2
Clallarn 110 MPH 140 MPH C/(D**) 25 PSF D2
Bay/Sekiu
Neah Bay 120 MPH 150 MPH C/(D**) 30 PSF D1
La Push 120 MPH 150 MPH C/(D**) 25 PSF D2
Forks 110 MPH 140 MPH C 30 PSF D2
Lake 100 MPH 130 MPH C D2
Dawn/Foothills
Sol) bearing pressure: 1500#p.s.f.
Frost depth: 12" min.
For elevations greater than 600 ft above sea level, snow load elev x 0.04.
ExaTple-.--&GO_ff elevation_�=(800 x 0.04=32 psf snow load).
All areas within 600 feet of the marine shoreline are exposure "D",and/or a body of water
5000 feet(95 of a mile)long,are exposure D(IBC 1609.4)
"All areas within 1500 feet of the marine shoreline are exposure "D",otherwise, exposure is
"C" (IRC R301.2.1.4(4)).
Contact Us
Copyright 0 2008-2015 Clallam County. -223 East 4th St.,Port Angeles,WA 98362 - 360-417-2000
HDOProject No. Sheet No.
p n s i n E-=
Project Date
6 i�,-T AmGELC-�
Subject By
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PRESSUR-C
Project: 15011-0095-POPA DCI Engineers
Cl� 818 Stewart St.Suite 1000
Location�New Garage Door Header Seattle,WA 98101
Multi-Loaded Multi-Span Beam
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 8:19:33 AM
HSS 8 x 4 x 1/4 x 24.0 FT /ASTM A500-GR.B-46
Section Adequate By:65.0%
Controlling Factor:Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 1.34 IN U215
Dead Load 0.12 in
Total Load 1.45 IN U198
Live Load Deflection Criteria: U120 Total Load Deflection Criteria:U120
REACTIONS 6 B
Live Load 2652 lb 2652 lb
Dead Load 230 lb 230 lb
Total Load 2882 lb 2882 lb
Bearing Length 0.47 in 0.47 in
BEAM DATA Center
Span Length 24 ft
Unbraced Length-Top 0 ft 24 ft
Unbraced Length-Bottom 24 ft
STEEL PROPERTIES
HSS 8 x 4 x 1/4-A500-GR.B-46 UNIFORM LOADS Cente
Properties: Uniform Live Load 221 plf
Steel Yield Strength: Fy 46 ksi Uniform Dead Load 0 pif
Modulus of Elasticity: E= 29000 ksi Beam Self Weight 19 plf
Tube Steel Section(X Axis): dx 8 in Total Uniform Load 240 plf
Tube Steel Section(Y Axis): dy 4 in
Tube Steel Wall Thickness: t 0.233 in
Area: A= 5.24 in2
Moment of Inertia(X Axis): IX= 42.5 in4
Section Modulus(X Axis): Sx= 10.6 in3
Plastic Section Modulus(X Axis): ZX= 13.3 in3
Plastic Section Modulus(Y Axis): ZY= 8.2 in3
Design Properties per AISC 13th Edition Steel Manual:
Flange Buckling Ratio: FBR= 14.17
Allowable Flange Buckling Ratio: AFBR 28.12
Allowable Flange Buckling Ratio non-compact:AFBR—NC= 35.15
Web Buckling Ratio: WBR= 31.33
Allowable Web Buckling Ratio for Eqn. F7-5: AWBR 60.76
Nominal Flexural Strength w/Safety Factor: Mn= 30529 ft-lb
Controlling Equation: F7-1
Web height to thickness ratio: h/tw 31.33 lb
Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 56.24
Cv Factor: Cv= 1
Controlling Equation: G2-2
Nominal Shear Strength w/safety factor: Vn= 62602
Controlling Moment: 17292 ft-lb
12.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 2882 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s
Comparisons with required sections: Req�d Provided
Moment of Inertia(deflection): 25.76 in4 42.5 in4
Moment: 17292 ft-lb 30529 ft-lb
Shear: 2882 lb 62602 lb
Project: 15011-0095-POPA &~D , DCI Engineers
woo* 818 Stewa rt St.S u ite 1000
Location: New Garage Door Header C
Multi-Loaded Multi-Span Beam as;R:Q Seattle,WA 98101
[2012 International Building Code(AISC 13th Ed ASD)J StruCalc Version 9.0.1.7 5/20/2015 8:19:36 AM
HSS 8 x 4 x 1/4 x 24.0 FT /ASTM A500-GR.B-46
Section Adequate By:65.0%
Controlling Factor: Deflection
VMD DIAGRAM
3000 2882 lbs @ 0 ft
1500
Shear(Ibs)
0
-1500
-3000
20000— 17292 ft-lbs @ 12 ft
10000—
ornent(ft-1b)
0
-10000-
-20000—
.2-
-1
Deflection(in)
0
1
2— 1.454!n@12ft
24 ft
Project: 15011-0095-POPA DCI Engineers
SD 1 818 Stewart St.Suite 1000
Location: New Garage Door Column '4�
Multi-Loaded Multi-Span Beam Seattle,WA 98101
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 8:26:02 Am
A36 C8x1 1.5 x 12.5 FT
Section Adequate By: 173.8%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.18 IN U825
Dead Load 0.01 in
Total Load 0.19 IN U796
Live Load Deflection Criteria: U120 Total Load Deflection Criteria:U120
REACTIONS A B
Live Load 1950 lb 1950 lb
Dead Load 72 lb 72 lb
Total Load 2022 lb 2022 lb
Bearing Length 0.94 in 0.94 in
BEAM DATA Center
Span Length 12.5 ft
Unbraced Length-Top 0 ft 12.5 ft
Unbraced Length-Bottom 12.5 ft
STEEL PROPERTIES
C8x1 1.5-A36 UNIFORM LOADS Center
Properties: Uniform Live Load 312 plf
Yield Stress: Fy 36 ksi Uniform Dead Load 0 plf
Modulus of Elasticity: E= 29000 ksi Beam Self Weight 12 plf
Total Uniform Load 324 plf
Depth: d= 8 in
Web Thickness: tw 0.22 in
Flange Width: bf 2.26 in
Flange Thickness: tf= 0.39 in
Distance to Web Toe of Fillet: k= 0.94 in
Moment of Inertia About X-X Axis: Ix= 32.5 in4
Section Modulus About X-X Axis: Sx= 8.14 in3
Plastic Section Modulus About X-X Axis: ZX= 9.63 in3
Design Properties per AISC 13th Edition Steel Manual:
Flange Buckling Ratio: FBR= 2.9
Allowable Flange Buckling Ratio: AFBR 10.79
Web Buckling Ratio: WBR 27.84
Allowable Web Buckling Ratio: AWBR= 106.72
Controlling Unbraced Length: Lb= 0 ft
Limiting Unbraced Length-
for lateral-torsional buckling: Lp= 2.59 ft
Nominal Flexural Strength w/safety factor: Mn= 17299 ft-lb
Controlling Equation: F2-1
Web height to thickness ratio: h/tw 27.84
Limiting height to thickness ratio for eqn. G2-2:h/tw-limit 63.58
Cv Factor: Cv= 1
Controlling Equation: G2-3
Nominal Shear Strength w/safety factor: Vn 22764 lb
Controlling Moment: 6318 ft-lb
6.25 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 2022 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s
Comparisons with required sections: RecCd Provided
Moment of Inertia(deflection): 4.9 in4 32.5 in4
Moment: 6318 ft-lb 17299 ft-lb
Shear: 2022 lb 22764 lb
Project: 15011-0095-POPA .D, DCI Engineers
Location: New Garage Door Column 818 Stewart St.Suite 1000
Multi-Loaded Multi-Span Beam C n G IrA Q Seattle,WA 98101
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 8:26:05 AM
A36 C8x1 1.5 x 12.5 FT
Section Adequate By: 173.8%
Controlling Factor:Moment
VMQ DIAGRAM
LUZZ IDS UCV U TI
3000
1500
Shear(Ibs)
0
-1500
-3000 -2022 lbs @ 12 ft
7000— .6318 ft-lbs @ 6 ft
3600—
ornent(ft-lb)
0
-3500-
-7000-
-0.2-
-0.1—
Deflection(in)
0-
0.2-
0.1-
0.189!n@6.2ft
12.5 ft
A
Project: 15011-0095-POPA = . _C, DCI Engineers
818 Stewart St.Suite 1000
Locatiorli:Canopy Rafter Q n C.E n Q r..R r. Seattle,WA 98101
Roof Rafter
[2012 International Building Code(AISC 13th Ed ASD)J StruCalc Version 9.0.1.7 5/20/2015 9:11:53 AM
HSS 6 x 2 x 1/4 x 22.0 FT ASTM A500-GR.B-46 @ 24 O.C.
Section Adequate By:58.6%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.69 IN L/381
Dead Load 0.22 in
Total Load 0.92 IN U288
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: L/1 80
RAFTER REACTIONS
LOADS REACTIONS
Upper Live Load @ A 275 plf 550 lb
Upper Dead Load @ A 88 plf 176 lb
Upper Total Load @ A 363 plf 726 lb
Lower Live Load @ B 275 plf 550 lb
Lower Dead Load @ B 88 plf 176 lb
Lower Total Load @ B 363 plf 726 lb 22 ft
RAFTER SUPPORT DATA
A B
Bearing Length 0.47 in 0.47 in
RAFTER DA Interior RAFTER LOADING
Span Length 22 ft Uniform Roof Loading
Rafter Pitch 0 :12 Roof Live Load: LL 25 psf
Roof sheathing applied to top of joists-top of rafters fully braced, Roof Dead Load: DL= 8 psf
Slope Adjusted Spans And Loads
STEEL PROPERTIES Interior Span: L-adj= 22 ft
HSS 6 x 2 x 1/4-A500-GR.B-46 Eave Span: L-Eave-adj 0 ft
Rafter Live Load: wL-adj= 50 plf
Properties: Eave Live Load: wL-Eave-adj= 50 plf
Steel Yield Strength: Fy 46 ksi Rafter Dead Load: wD-adj= 16 plf
Modulus of Elasticity: E= 29000 ksi Rafter Total Load: wT-adj= 66 plf
Tube Steel Section(X Axis): dx 6 in Eave Total Load: wT-Eave-adj= 66 plf
Tube Steel Section(Y Axis): dy 2 in
Tube Steel Wall Thickness: t= 0.233 in
Area: A= 3.37 in2
Moment of Inertia(X Axis): Ix= 13.1 in4
Section Modulus(X Axis): Sx= 4.37 in3
Plastic Section Modulus(X Axis): ZX= 5.84 in3
Plastic Section Modulus(Y Axis): ZY= 2.61 in3
Design Properties per AISC 13th Edition Steel Manual:
Flange Buckling Ratio: FBIR= 5.58
Allowable Flange Buckling Ratio: AFBIR 28.12
Allowable Flange Buckling Ratio non-compact:AFBR—NC= 35.15
Web Buckling Ratio: WBR= 22.75
Allowable Web Buckling Ratio for Eqn. F7-5: AWBR 60.76
Nominal Flexural Strength w/Safety Factor: Mn= 13405 ft-lb
Controlling Equation: 177-1
Web height to thickness ratio: h/tw 22.75 lb
Limiting height to thickness ratio for eqn. G2-2:h/tw-limit 56.24
Cv Factor: Cv= 1
Controlling Equation: G2-2
Nominal Shear Strength w/safety factor: Vn= 45453
Controlling Moment: 3993 ft-lb
11.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -726 lb
At right support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s
Comparisons with required sections: Reaj Provided
Moment of Inertia(deflection): 8.26 in4 13.1 in4
Moment: 3993 ft-lb 13405 ft-lb
Shear: -726 lb 45453 lb
Project: 15011-0095-POPA D DO Engineers
Location�Canopy Rafter 818 Stewart St.Suite 1000
C
Seattle,WA 98101
Roof Rafter
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/2012015 9:11:56 AM
HSS 6 x 2 x 1/4 x 22.0 FT ASTM A500-GR.B-46 @ 24 O.C.
Section Adequate By:58.6%
Controlling Factor: Deflection
VMQ DIAGRAM
800
400
Shear(Ibs)
0
-400
-800
4000— 3993 ft-lbs 0 11 fl:
2000—
Moment(fi-1b)
0
-2000-
-4000-
-0.7-
-0.35—
Deflection(in)
0-
0.35-
0.7— 0.694in@11ft
22ft
Project: 15011-0095-POPA DCI Engineers
D C1 818 Stewart St.Suite 1000
Locatiofi:Canopy Fascia a R 2. Seattle,WA 98101
Multi-Loaded Multi-Span Beam
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 8:56:48 AM
HSS 6 x 2 x 1/4 x 16.0 FT /ASTM A500-GR.B-46
Section Adequate By:354.8%
Controlling Factor:Deflection
DEFLECTIONS Cente LOADING DIAGRAM
Live Load 0.10 IN U1979
Dead Load 0.08 in
Total Load 0.18 INU1091
Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240
REACTIONS A B
Live Load 200 lb 200 lb
Dead Load 163 lb 163 lb
Total Load 363 lb 363 lb
Bearing Length 0.47 in 0.47 in
BEAM DATA Center
Span Length 16 ft
Unbraced Length-Top 0 ft 16ft
Unbraced Length-Bottom 16 ft
STEEL PROPERTIES
HSS 6 x 2 x 1/4-A500-GR.B-46 UNIFORM LOADS Cente
Properties: Uniform Live Load 25 plf
Uniform Dead Load 8 plf
Steel Yield Strength: Fy 46 ksi Beam Self Weight 12 plf
Modulus of Elasticity: E= 29000 ksi Total Uniform Load 45 plf
Tube Steel Section(X Axis): dx= 6 in
Tube Steel Section(Y Axis): dy= 2 in
Tube Steel Wall Thickness: t= 0.233 in
Area: A= 3.37 in2
Moment of Inertia(X Axis): lx= 13.1 in4
Section Modulus(X Axis): Sx= 4.37 in3
Plastic Section Modulus(X Axis): ZX= 5.84 in3
Plastic Section Modulus(Y Axis): ZY= 2.61 in3
Design Properties per AISC 13th Edition Steel Manual:
Flange Buckling Ratio: FBR= 5.58
Allowable Flange Buckling Ratio: AFBR 28.12
Allowable Flange Buckling Ratio non-compact:AFBR NC 35.15
Web Buckling Ratio: WBR 22.75
Allowable Web Buckling Ratio for Eqn. F7-5: AWBR 60.76
Nominal Flexural Strength w/Safety Factor: Mn= 13405 ft-lb
Controlling Equation: F7-1
Web height to thickness ratio: h/tw 22.75 lb
Limiting height to thickness ratio for eqn. G2-2:h/tw-limit= 56.24
Cv Factor: Cv= 1
Controlling Equation: G2-2
Nominal Shear Strength w/safety factor: Vn 45453
Controlling Moment: 1451 ft-lb
8.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -363 lb
At right support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s
Comparisons with required sections: Redd Provided
Moment of Inertia(deflection): 2.88 in4 13.1 in4
Moment: 1451 ft-lb 13405 ft-lb
Shear: -363 lb 45453 lb
page
Project: 15011-0095-POPA DCI Engineers
Locatioh:Canopy Fascia dMOOMDO 818 Stewart St.Suite 1000
Multi-Loaded Multi-Span Beam Q n G t n Q r.'R r. Seattle,WA 98101
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/2012015 8:56:51 AM
HSS 6 x 2 x 1/4 x 16.0 FT /ASTM A500-GR.B-46
Section Adequate By:354.8%
Controlling Factor: Deflection
VMD DIAGRAM
400— 363lbs@Oft
200—
Shear(Ibs)
0
-200-
-400—J -363 lbs @ 16 ft
2600— 1451 ft-lbs @ 8 ft
1000—
Moment(ft-lb)
0-
-1000-
-2000-
-0.2—
.0.1—
Deflection(in)
0-
0.1-
0.2— 0.176in@8ft
16ft
A
Project: 15011-0095-POPA r)"(71 DCI Engineers page
mom
818 Stewart St.Suite 1000
Locatioh: Canopy Beam
Multi-Loaded Multi-Span Beam Seattle,WA 98101
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 9:10:10 AM
HSS 6 x 6 x 1/4 x 25.0 FT(2+21 +2)/ASTM A500-GR.B-46
Section Adequate By: 10.7%
Controlling Factor: Deflection
DEFLECTIONS Left Center Eight LOADING DIAGRAM
Live Load -0.26 IN 21J184 0.82 IN U306 -0.24 IN 21J200
Dead Load -0.10 in 0.34 in -0.10 in
Total Load -0.36 IN 2UI32 1.16 IN U217 -0.34 IN 2L1142
Live Load Deflection Criteria: U120 Total Load Deflection Criteria: U120
REACTIONS A B
Live Load 2293 lb 1417 lb
Dead Load 1077 lb 669 lb
Total Load 3369 lb 2086 lb
Bearing Length 0.48 in 0.47 in
li TR1
BEAM DATA Left Center Eight W
Span Length 2 ft 21 ft 2 ft
Unbraced Length-Top 0 ft 0 ft 0 ft �-2 21 ft ft
Unbraced Length-Bottom 2 ft 21 ft 2 ft
STEEL PROPERTIES
HSS 6 x 6 x 1/4-A500-GR.B-46 UNIFORM LOADS Left Center Right
Properties: Uniform Live Load 50 plf 25 plf 50 plf
Steel Yield Strength: Fy 46 ksi Uniform Dead Load 16 plf 8 plf 16 pif
Modulus of Elasticity: E= 29000 ksi Beam Self Weight 19 plf 19 plf 19 plf
Tube Steel Section(X Axis): dx 6 in Total Uniform Load 85 plf 52 plf 85 plf
Tube Steel Section(Y Axis): dy 6 in POINT LOADS-LEFT SPAN
Tube Steel Wall Thickness: t= 0.233 in Load Number One
Area: A= 5.24 in2 Live Load 200 lb
Moment of Inertia(X Axis): Ix= 28.6 in4 Dead Load 163 lb
Section Modulus(X Axis): Sx= 9.54 in3 Location 0 ft
Plastic Section Modulus(X Axis): ZX= 11.2 in3 TRAPEZOIDAL LOADS-CENTER SPAN
Plastic Section Modulus(Y Axis): ZY= 11 in3 Load Number One
Design Properties per AISC 13th Edition Steel Manual: Left Live Load 225 pif
Flange Buckling Ratio: FBR= 22.75 Left Dead Load 72 plf
Allowable Flange Buckling Ratio: AFBR 28.12 Right Live Load 37.5 plf
Allowable Flange Buckling Ratio non-compact:AFBR NC= 35.15 Right Dead Load 11 plf
Web Buckling Ratio: WBR 22.75 Load Start 0 ft
Allowable Web Buckling Ratio for Eqn.F7-5: AWBR 60.76 Load End 21 ft
Nominal Flexural Strength w/Safety Factor: Mn= 25709 ft-lb Load Length 21 ft
Controlling Equation: F7-1
Controlling Moment: 12255 ft-lb
9.66 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 28361b
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s
Comparisons with required sections: Regd Provided
Moment of Inertia(deflection): 25.83 in4 28.6 in4
Moment: 12255 ft-lb 25709 ft-lb
Shear: 28361b 45453 lb
Project: 15011-0095-POPA DCI Engineers
818 Stewa rt St.S u ite 1000
Locatiori:Canopy Beam SE)Q
Multi-Loaded Multi-Span Beam a"Toa�F d`9;4 a Seattle,WA 98101
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 9:10:12 AM
HSS 6 x 6 x 1/4 x 25.0 FT(2+21 +2)/ASTM A500-GR.B-46
Section Adequate By: 10.7%
Controlling Factor: Deflection
VMD DIAGRAM
3000— 2836 lbs @ 2 ft
1500—
Shear(Ibs)
0
-1500-
-3000— -1887 lbs @ 23 ft
20000— 12255 ft-lbs @ 12 ft
10000—
Moment(fl-1b)
-10000-
-20000-
122rs ft-lbs @ 12 ft
-0.361 in@ ft
2
:1
Deflection(in)
0-
1
2J
1.16 in @ 12.3 ft
�-2 ft A= 21 ft A
A
Project: 15011-0095-POPA DO Engineers
ZZ
Location,:Canopy Beam 2 'D"C 1 818 Stewart St.Suite 1000
Multi-Loaded Multi-Span Beam C.n a I r"r.Q A Q Seattle,WA 98101
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 9:00:48 AM
HSS 6 x 4 x 1/4 x 23.5 FT(2+ 17.5+4)/ASTM A500-GR.B-46
Section Adequate By:26.6%
Controlling Factor: Deflection
DEFLECTIONS Left Center ftm LOADING DIAGRAM
Live Load -0.24 IN 21J202 0.63 IN U333 -0.45 IN 21J216
Dead Load -0.08 in 0.22 in -0.15 in
Total Load -0.32 IN 2L/152 0.85 IN U247 -0.59 IN 2L1162
Live Load Deflection Criteria: U120 Total Load Deflection Criteria: U120
REACTIONS A B
Live Load 2188 lb 1535 lb
Dead Load 964 lb 671 lb
Total Load 3152 lb 2206 lb
Bearing Length 0.47 in 0.47 in
BEAM DATA Left Center RiglLt 6M
Span Length 2 ft 17.5 ft 4 It
Unbraced Length-Top 0 ft 0 ft 0 ft �-2 17.5ft
Unbraced Length-Bottom 2 ft 17.5 ft 4 It A B
STEEL PROPERTIES
HSS 6 x 4 x 1/4-A500-GR.B-46 UNIFORM LOADS Left Center RRjghJ
Properties: Uniform Live Load 50 plf 50 plf 50 plf
Steel Yield Strength: Fy 46 ksi Uniform Dead Load 16 pif 16 plf 16 plf
Modulus of Elasticity: E= 29000 ksi Beam Self Weight 16 plf 16 plf 16 plf
Tube Steel Section(X Axis): dx 6 in Total Uniform Load 82 plf 82 plf 82 plf
Tube Steel Section(Y Axis): dy 4 in POINT LOADS-LEFT SPAN
Tube Steel Wall Thickness: t= 0.233 in Load Number One
Area: A= 4.3 in2 Live Load 200 lb
Moment of Inertia(X Axis): Ix= 20.9 in4 Dead Load 163 lb
Section Modulus(X Axis): Sx 6.96 in3 Location 0 ft
Plastic Section Modulus(X Axis): ZX 8.53 in3 TRAPEZOIDAL LOADS-CENTER SPAN
Plastic Section Modulus(Y Axis): ZY 6.45 in3 Load Number One
Design Properties per AISC 13th Edition Steel Manual: Left Live Load 225 plf
Flange Buckling Ratio: FBR= 14.17 Left Dead Load 72 plf
Allowable Flange Buckling Ratio: AFBR 28.12 Right Live Load 37.5 plf
Allowable Flange Buckling Ratio non-compact:AFBR NC 35.15 Right Dead Load 11 plf
Web Buckling Ratio: WBR 22.75 Load Start 0 ft
Allowable Web Buckling Ratio for Eqn. F7-5: AWBR 60.76 Load End 17.5 ft
Nominal Flexural Strength w/Safety Factor: Mn= 19580 ft-lb Load Length 17.5 ft
Controlling Equation: F7-1
Web height to thickness ratio: h/tw 22.75 lb
Limiting height to thickness ratio for eqn.G2-2:h/tw-limit 56.24
Cv Factor: Cv= 1
Controlling Equation: G2-2
Nominal Shear Strength w/safety factor: Vn= 45453
Controlling Moment: 9479 ft-lb
8.05 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 26251b
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s
Comparisons with required sections: Regd Provided
Moment of Inertia(deflection): 16.51 in4 20.9 in4
Moment: 9479 ft-lb 19580 ft-lb
Shear: 26251b 45453 lb
page
Project: 15011-0095-POPA slow DCI Engineers
Location:'Canopy Beam 2 D- C 818 Stewart St.Suite 1000
r-nr-in r.04 z
Multi-Loaded Multi-Span Beam Seattle,WA 98101 of/
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 9:00:51 AM
HSS 6 x 4 x 1/4 x 23.5 FT(2+17.5+4) ASTM A500-GR.B-46
Section Adequate By:26.6%
Controlling Factor: Deflection
VMQ DIAG M
3000— 2626 lbs @ 2 ft
115100—
Shear(Ibs)
0 --------
-1500-
-3000—
-1828 lbs @ 20 ft
10000— 9479 fl-lbs @ 10 ft
5000—
ornent(fl-1b)
0
-5000-
-10000-
9479 ft-lbs @ 10 ft
-0.9— -0.594 in @ 23.5 ft
-0.45—
Deflection(in)
0
0.45-
0.9-
0.851 in@ 10.6 ft
2 ft -A- 17.5 ft AIL 4fl—
A B
Project: 15011-0095-POPA DCI Engineers
D, C� 1 818 Stewart St.Suite 1000
Locatio n:'Ca nti levered Canopy Column foot
or,r',G
Column Seattle,WA 98101
[2012 International Building Code(AISC 13th Ed ASD)] StruCalc Version 9.0.1.7 5/20/2015 11:21:46 AM
HSS 6 x 6 x 1/4 x 14.0 FT/ASTM A500-GR.B-46
Section Adequate By: 54.7%
DEFLECTIONS LOADING DIAGRAM
Deflection due to lateral loads only: Defl= 0.34 IN U494
Live Load Deflection Criteria: L/1 20
VERTICAL REACTIONS
Live Load: Vert-LL-Rxn= 1535 lb
Dead Load: Vert-DL-Rxn= 939 lb
Total Load: Vert-TL-Rxn= 2474 lb
HORIZONTAL REACTIONS
Total Reaction at Top of Column: TL-Rxn-Top= 964 lb
Total Reaction at Bottom of Column: TL-Rxn-Boftom 5036 lb
COLUMN Q
Total Column Length: 14 ft
Unbraced Length(X-Axis)Lx: 14 ft
Unbraced Length(Y-Axis)Ly: 14 ft
Column End Condtion-K(e): 1.2
COLUMN PROPERTIES 14ft
HSS 6 x 6 x 1/4-Square
Steel Yield Strength: Fy 46 ksi
Modulus of Elasticity: E= 29 ksi
Column Section: dx 6 in dy 6 in
Column Wall Thickness: t 0.233 in
Area: A 5.24 in
Moment of Inertia(deflection): Ix= 28.6 in4 ly 28.6 in4
Section Modulus: Sx= 9.54 in3 Sy= 9.54 in3
Plastic Section Modulus: ZX= 11.2 in3 Zy= 0.27 in3
Rad.of Gyration: rX= 2.34 in ry 2.34 in
Column Compression Calculations:
KUr Ratio: KLx/rx 86.15' KLy/ry 86.15
Controlling Direction for Compr. CaIcs:(Y-Y Axis) AXIAL LOADING
Flexural Buckling Stress: Fcr= 27.92 ksi Live Load: PIL= 1535 lb
Controlling Equation F7-11 Dead Load: PID= 671 lb
Nominal Compressive Strength: Pc= 88 kip Column Self Weight: CSW 268 lb
Column Bending Calculations per AISC 13th Edition Steel Manual: Total Load: PT 2474 lb
Controlling Load Case:Axial Total Load and Lateral Loads(D+L+Lateral)
Eccentricity Moment: Mx-ex= 0 ft-lb My-ey 0 ft-lb LATERAL LOADING (Dy Face)
Lateral Moment+Eccentricity: Mrx= 11279 ft-lb Mry 0 ft-lb Uniform Lateral Load: wL-Lat= 0 pif
Flange Buckling Ratio: FBR= 22.75 Point Load: One
Allow. Flange Buckling Ratio: AFBR= 28.12 Live Load: 6000 lb
Allow.FBIR for Non-Compact: NC= 35.15 Location: 11f8 ft
Web Buckling Ratio: WBRX= 22.75 WBRY 0
Allow.WBR for Eqn. F7-5: AWBIR= 60.76
NmnI.Flex. Str.w/Sfty Factor: Mcx 25.7 ft-kip Mcy 25.7 ft-kip
Controlling Equation F7-1 F7-1 4k C
Combined Stress Calculations:
H1-1b Controls: 0.45 L
Controlling Combined Stress Factor:0.45
www.hilti.us Mtfis Anchor 2.4.6
Company: DCl Engineers Page: 1
Specifier: Project: Port of Port of Tacoma
Address: 818 Stewart Street Suite 1000 Sub-Project I Pos.No.:
Phone I Fax: (206)332-1900 1 Date: 5/12/2015
E-Mail: ldebarathy@dci-engineers.com
Specifier's comments:Canopy Embed Plate
I Input data
Anchor type and diameter: AWS 10111.1 GR.B 7/8
Effective embedment depth: h�f=12.000 in.
Material:
Proof: design method ACI 318-11 CIP
Stand-off installation: eb=0-000 in.(no stand-off);t=0.500 in.
Anchor plate: Ix x ly x t=12.000 in.x 12.000 in.x 0.500 in.;(Recommended plate thickness:not calculated)
Profile: Square HSS(AISC); (L x W x T)=4.000 in.x 4.000 in.x 0.250 in.
Base material: cracked concrete,3000,f�'=3000 psi;h=48.000 in.
Reinforcement: tension:condition A,shear:condition A;anchor reinforcement:tension,shear
edge reinforcement:none or<No.4 bar
Geometry[in.]&Loading[lb,in.lb]
...........
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
www.hilti.us Profis Anchor 2.4.6
Company: DCl Engineers Page: 2
Specifier: Project: Port of Port of Tacoma
Address: 818 Stewart Street Suite 1000 Sub-Project I Pos.No.:
Phone I Fax: (206)332-1900 1 Date: 5/12/2015
E-Mail: Idebarathy@dci-engineers.com
2 Load case/Resulting anchor forces
Load case: Design loads
2
Anchor reactions[lb]
Tension force:(+Tension,-Compression)
Anchor Tension force Shear force Shear force x Shear force y X
1 14645 3000 -3000 0
2 14645 3000 -3000 0 x
Col" Tension
max.concrete compressive strain: 0.521%.]
max.concrete compressive stress: 2272[psi]
resulting tension force in(x/y)=(0.000/0.000): 29289[1b]
resulting compression force in(x/y)=(-5.245/0.000):30889[lb]
01
3 Tension load
Load Nua[lb] Capacity+N,[lb] Utilization PN Nua/+Nn Status
Steel Strength* 14645 29299 50 OK
Pullout Strength* 14645 14851 99 OK
Concrete Breakout Strength**' N/A N/A N/A N/A
Concrete Side-Face Blowout,direction y-** 14645 15449 95 OK
anchor having the highest loading —anchor group(anchors in tension)
Tension Anchor Reinforcement has been selected!
3.1 Steel Strength
Nsa n Ase,N futa ACI 318-11 Eq. (D-2)
�Nsteel Nua ACI 318-11 Table D.4.1.1
Variables
n Ase,N[in.21 fut.[psi]
1 0.59 65000
Calculations
N�a[lb]
39065
Results
N�.[lb] �steel Ns�[lb] Nu.[lb]
39065 0.750 29299 14645
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
I I OLN NJ I
vvvvw.hilti.us Profis Anchor 2.4.6
Company: DCl Engineers Page: 3
Specifier: Project: Port of Port of Tacoma
Address: 818 Stewart Street Suite 1000 Sub-Project I Pos.No.:
Phone I Fax: (206)332-1900 1 Date: 5/12/2015
E-Mail: Idebarathy@dci-engineers.com
3.2 Pullout Strength
NPN �'Vc,p Np ACI 318-11 Eq.(D-13)
Np =8 Ab,fc ACI 318-11 Eq.(D-14)
NPN;i�Nua ACI 318-11 Table D.4.1.1
Variables
N!C,P Abrg[in. Xa fC[psi]
1.000 0.88 1.000 3000
Calculations
Np[lb]
21216
Results
Npn[lb] Oconcrete Npn[lb] N�.[lb]
21216 0.700 14851 14645
3.3 Concrete Side-Face Blowout,direction y-
N�b = 16 0 c a i �k_;' k.4f: ACI 318-11 Eq.(D-16)
Nsbg =(Xgroup Nsb ACI 318-11 Eq.(D-17)
�Nsbg Nua ACI 318-11 Table(D.4.1.1)
OLgroup (1 +6 SCal see ACI 318-11,Part D.5.4.2 Eq.(D-1 7)
Variables
Cal [in.] C.2[in] kr,[in.2] [psi] s[in.]
2.500 6.000 0.88 1.000 3000
Calculations
CCgroup Nsb[lb]
1.000 20599
Results
N�b,[lb] �concrete Nsbg[lb] Nua,edge[lb]
20599 0.750 15449 14645
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark ofHilti AG,Schaan
I MEN ;I
www.hilti.us Profis Anchor 2.4.6
Company: DCl Engineers Page: 4
Specifier: Project: Port of Port of Tacoma
Address: 818 Stewart Street Suite 1000 Sub-Project I Pos. No.:
Phone I Fax: (206)332-1900 1 Date: 5/12/2015
E-Mail: Idebarathy@dci-engineers.com
4 Shear load
Load Vu.[lb] Capacity OV,[lb] Utilization pv VuJOV� Status
Steel Strength* 3000 25392 12 OK
Steel failure(with lever arm)* N/A N/A N/A N/A
Pryout Strength— 6000 29147 21 OK
Concrete edge failure in direction N/A N/A N/A N/A
anchor having the highest loading "anchor group(relevant anchors)
Shear Anchor Reinforcement has been selected!
4.1 Steel Strength
Vsa �n Asev futa ACI 318-11 Eq.(D-28)
�Vsteel�Vua ACI 318-11 Table D.4.1.1
Variables
n As.,v[in-21 t1a[Psi]
1 0.59 65000
Calculations
Vsa[lb]
39065
Results
V,a[lb] �steel Vsa[lb] Vua[lb]
39065 0.650 25392 3000
4.2 Pryout Strength
Vcpg �k.p[(ANc)Tec,N kVed,N kVc,N ycp,N Nb ACI 318-11 Eq.(D-41)
ANcO I
VcP9�:Vua ACI 318-11 Table D.4.1.1
ANc see ACI 318-11, Part D.5.2.1, Fig.RD.5.2.1(b)
ANI 9 h2
ef ACI 318-11 Eq.(D-5)
1
Yec,N 1 +2 e N :5 1.0 ACI 318-11 Eq. (D-8)
( 3 he,)
Y�d,N 0.7+0.3 1.0 ACI 318-11 Eq.(D-10)
1.5h&
Y�p,N =MAX C��,L�� 5 1.0 ACI 318-11 Eq.(D-12)
( Cac cac
Nb = 16 ka 4f:h5/3
ef ACI 318-11 Eq.(D-7)
Variables
kcp hef[in.] ec,,N[in.] e,2,N[in.] Ca,.i.[in.]
2 12.000 0.000 0.000 2.500
Yc,N Ca.[in.] kc Xa f c[psi]
1.000 16 1.000 3000
Calculations
ANc[in.2] ANcO[in.21 Yec1,N Yec2,N Yed,N Yep.N Nb[lb]
660.00 1296.00 1.000 1.000 0.742 1.000 55121
Results
Vcp,[lb] Oooncrete Vcpg[lb] Vu.[lb]
41638 0.700 29147 6000
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
ELM 1111111111
www.hilti.us Profis Anchor 2.4.6
Company: DCl Engineers Page: 5
Specifier: Project: Port of Port of Tacoma
Address: 818 Stewart Street Suite 1000 Sub-Project I Pos.No.:
Phone I Fax: (206)332-1900 1 Date: 5/12/2015
E-Mail: Idebarathy@dci-engineers.com
5 Combined tension and shear loads
PN PV Utilization PNv N Status
0.986 0.206 1.000 100 OK
PNV�(PN+PV)/1.2— 1
6 Warnings
- To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor.Load re-distributions on the anchors due to
elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when
subjected to the loading!
Condition A applies when supplementary reinforcement is u*sed.The 0)factor is increased for non-steel Design Strengths except Pullout Strength
and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to
your local standard.
Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard!
The design of Anchor Reinforcement is beyond the scope of PROFIS Anchor. Refer to ACI 318-11,Part D.5.2.9 for information about Anchor
Reinforcement.
The design of Anchor Reinforcement is beyond the scope of PROFIS Anchor.Refer to ACI 318-11,Part D.6.2.9 for information about Anchor
Reinforcement.
Anchor Reinforcement has been selected as a design option,calculations should be compared with PROMS Anchor calculations.
Fastening meets the design criteria!
C;
r
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
www.hiltl.us M:rofis Anchor 2.4.6
Company: DO Engineers Page: 6
Specifier: Project: Port of Port of Tacoma
Address: 818 Stewart Street Suite 1000 Sub-Project I Pos.No.:
Phone I Fax: (206)332-1900 1 Date: 5/12/2015
E-Mail: Idebarathy@dci-engineers.com
7 Installation data
Anchor plate,steel:- Anchor type and diameter:AWS D 1.1 GR.B,7/8
Profile:Square HSS(AISC);4.000 x 4.000 x 0.250 in. Installation torque:-0.009 in.lb
Hole diameter in the fixture:df=0.938 in. Hole diameter in the base material:-in.
Plate thickness(input):0.500 in. Hole depth in the base material: 12.000 in.
Recommended plate thickness:not calculated Minimum thickness of the base material: 13.875 in.
Cleaning:No cleaning of the drilled hole is required
ALY
6�000 6.000
77 C>
0
x
CD
6.000 6.000
Coordinates Anchor in.
Anchor X Y C, C+x C-Y C+y
1 0.000 -3.500 - 6.000 2.500 -
2 0.000 3.500 - 6.000 9.500 -
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilb is a registered Trademark of Hilti AG,Schaan
Project No. Sheet No.
15011-0095
Project Engineer
PORT OF PORT OF TACOMA LJD
DC1 Subject Date
E n G i n E E R 5 CANOPY EMBED COLUMN 5/20/2015
LOADS[IBC 2012 16.7.7.31 PROPERTIES
Point load(Pu) 6000.0 lbs Column Material: [�W�11-1
Linear load per pole(Wu) 0.0 plf Column Size: HSS6X6X.250 v
Height from grade to point load(hp) 2.25 ft Modulus of Elasticity(E) 29,000,000 psi
Height from grade to top of pole(H) 14.50 ft Moment of Inertia(Ix) 28.6 inA4 U
Moment at grade(M) 13500 lb-ft Section Modulus(Sx) 9.5 inA3
Bending stress(fb) 16981 psi < Bending Strength(017b) 32327 psi OK
Column Section Area(Area) 5.2 inA3
Shear Stress(fv) 1145 psi Shear Strength(OFv) 16794 psi
[,.W .._4] 0.02 in 0.73 in
Deflection(Arna.)— 3EI 8EI EU1280 Deflection(AL1NuT)= IHV240 OK
0 LA)ads IncludeSeismic or Wind Loading?(Increases Soil Capacityby 1/3 perIBC 1806.1)
El Are Deflecfions>1/2"Allowed? (Doubles Presumptive Load-Bearing Values Found in Table 18062)
Allowable Soil Bearing Pressure(Q) 1500 psf (Unfactored)
Allowable Soil Bearing Pressure Qu) 3000 psf (Factored)
Diameter or Diagonal of Footing(dia) 1.50 ft
4
Required Depth of Embedment For Constrained Design Ref.IBC 1805.7.3.2.2):
depth T4.2,G�—(m
[equ. 18-3]
3.57ft
,(dia)
Required Depth of Embedment For Nonconstrained Design Ref-IBC 1805.7.3.2.1):
L=2.34(Pu+Wu*H) 3.120
Qu(dia)
dia
depth='L 1+J F+ 4.74ft [equ. 18-11
2
Project No. Sheet No.
Project 15011-0095 Engineer
�� Dcl PORT OF PORT ANGELES LJD
11u1jec, Bate
E n G i nE E R S OPERABLE PARTITION BRACING DESIGN 5/20/2015
Site Information:
Site Location: Port Angeles,WA Site Class: D Seismic Design Category: D
Ss: 1.250 Fa: 1.007 Sms: 1.25 Sds: 0.833
SI: 0.5 Fv: 1.50 Sml: 0.75 1 Sill: 0.500
*Outputfrom USGS Uniform Hazard Response Spectra Analysis Program,Maximum Considered Earthquake with 5%damping assumed
Variables:
L wall= 30 ft Total Partition Wall Length STRUCTURE ABOVE
h floor= 14 ft Height Floor to Ceiling
H wall= 9 ft Partition Height WALL
BRACING ?
WP= 8 psf Partition Dead Load 12 >
WP*H—wall= 72 plf Linear Design Load L
W=Wp*L—wall*H—wall= 2160.0 lbs Total Assembly Weight
WALL
Analysis:* (Using ASD Load Combinations) H
*Allowable Stress Design[Ref 2012 IBC and ASCE 7-10 and AISI 2007]
Fp max= 1.6(Sds)(1p)(Wp)= 10.67 psf _Lj
Fp rnin=0.3(Sds)(Ip)(Wp)= 2.00 psf WALL BRACING
Fp— 0.4(ap)(Sds)(Wp)(1+2 5.33 psf <===Governs Seismic Design
Rpl (Yh
/IP)
Z/h= I Component Height Ratio(z=height of component,h=height of structure)
Ip= 1 Component Importance Factor[ASCE 7 Section 13.1.3]
ap= I Amplification Factor[ASCE 7 Table 13.5-1]
Rp= 1.5 Component Response Modification Factor [ASCE 7 Table 13.5-1
*Note: 13.4.2 Note b. The value of Rp shall not exceed 1.5 unless...
Determine Seismic or Internal Pressure Governs Design-
ASD Seismic Load: 0.7 Fp= 3.73 psf Governs Folded Condition
ASD Minimum Internal Pressure(Pgci)= 5.00 psf Governs Unflolded Condition
40.00 plf
Total Lateral Force(Fv) 0.7Fp*H—wall*L—wall 1008.0 lbs
Company DCl Engineers May 1, 2015
Des ign er Luke deBarathy
II'IRISA Job Number 15011-0095 Checked By.
T E C H N 0 L o r. I E S Model Name Port of Port Angeles
0 R A R
\ /-\�") -I-(, T
Wood Design Parameters
La bel Shape Lengt.., le2lftl lel Fftl le-bend top[ffl le-bend bo"I'm Kvv Kzz CV Cr v sway z s
M1 16.75X18... 30 1 30 30 30 30
6, 5X 8...
3 M3 16.75X18.... 3n 1 30 30 30 30
Load Combinations
Description Solve PlDelta SIR...B LC Facto r B LC Facto r B LC Facto r B LC Facto BLC Factor B LC Factor BLC Factor BILC Factor
D IYes I
4,
3 D+W Yes 1 1 3 1
+
Joint Reactions
LC Joint Label X nbI Y nbl Z flbl MX lib-ftl MY fib-ffl MZ fib-ftl
1 N 1 0 1080 0 0 0 "0.
1-'i z
J
3 N5 0 2088 0 0 0 0
ok
1 N4 0 775.2 0 0 0 0
7 1 Totals: 0 6408 0
if
9 2 N 1 0 -843.71 0 5061.29 0
ffi
"g
11 2 N5 0 0 0 0 0 0
Li�2
..�J, ,
13 2 1 N4 0 0 -73.841 0 0 0
51-�i
15 2 Totals: 0 0 -2025
Z
_J i
17 3 Nl 0 1080 -843.71 0 5061.29 0
19 3 1 N5 0 2088 0 0 0 0
.2
21 3 N4 0 775.2 -73.841 0 0 0
23 3 Totals: 0 6408 -2025
�a-'ti -",ja mmmv m�u
25 4 N 1 0 1080 0 0 0 0
IS
27 4 1 N5 0 2088 1005.797 0 -941.905 0
29 4 N4 0 775.2 157.663 0 0 0
0,
-bum
31 4 Totals: 0 6408 1 1512
RISA-31D Version 12.0.0 [CA...\...\...\...\15011-0095 POPA-Operable Partition Wall Beam Calc.r3d] Pagel
Company DCl Engineers May 1, 2015
Des ign er Luke deBarathy
INIMISA Job Number 15011-0095 Checked By.
T E C H N 0 L 0 G I E S Model Name Pat of Pat Angeles
Member Section Deffectfons
LC Member Label See x linI v finl z finl x Rotatelradl (n)L/y Ratio (n I L/z Ratio
M1 1 0 0 0 0 NC NC
: - , - .-,- `�
A
3 3 0 -.222 0 0 1620 NC
.2
2�6
5 5 0 1 0 0 0 NC NQ
A-
�I
&M2
7 2 0 -.2 0 0 1800.658 NC
9 4 0 -.186 0 0 1933.553 NC
T
1 M3 1 1 0 0 0 1 0 N C N C
A
13 3 0 -.035 0 0 N C N C
C,
15 5 0 0 0 0 NQ NQ
17 2 0 0 .185 0 NQ 1942.7
f4
19 4 0 0 .333 0 NQ 1079.713
5: v
'J
-,2
.21.__ 2 M2 1 0 0 0 0 INIC NQ
.5
5,
23 3 0 0 .161 0 N C 2242.459
25 5 0 0 0 0 NC NC
2 0 0 0 0 INIC NC
4 0 0 0 0 NC NC
31 3 M1 1 0 0 0 0 NQ NQ
2
33 3 0 -.222 .395 0 1620 910.923
A��Mn&�k T�, Wp��4&9jba
35 5 0 0 0 0 NC NQ
Z-11,11..�
37 2 0 -.2 .091 0 1800.658 3952.217
42.459E
39 4 0 -.186 .1113., _0 1933.553 3194.832
41 3 M 3 1 0 0 0 0 N C N C
tn","e
43 3 0 -.035 0 0 NQ NQ
zg
��,,,'4 4
45 5 1 0 0 0 0 N C N Q
,4
D
00 N ,
47 1 2 0 -.158 0 0 2273.684 NQ
-v,
Nt
49 4 0 -.158 0 0 2273.684 NQ
Mb
NC�
51 4 M2 1 0 0 NIC NC
RISA-31D Version 12.0.0 [CA...\..A.A.A15011-0095 POPA -Operable Partition Wall Beam Calc.r3d] Page2
Company DCI Engineers May 1,2015
Designer Luke deBarathy
111RISA Job Number 15011-0095 Checked By
TECH N OLOGIES Model Name Pod of Poft Angeles
lf_�C P A �5 L C '��A 0,1 '1 71 -IC
Member Section Deflectfons (Continued)
LC Member Label Sec x linl v finl z finl x Rotate[nadl (n)L/v Ratio (n)L/z Ratio
-52'
53 3 0 -.277 -.257 0 1301.168 1398.663
.6&_ fbA
55 5 0 0 0 0 NC NC
P
`4
3-
4:
:.57 2 0 -.031 -.006 0 NC NQ
. .............
59 4 0 -.022 -.005 0 NQ NC
Member Wood Code Checks
LC Member ShaDe LIC Max Locl`...Shear UC Locl... Dir Fd[D...Ft'[Ds il Fb 17...FbZF..Fv'[Dsil RB CL CP Eon
1 M1 6.75X1... .123 15 .050 0 v 240.... 11 oo 2163...1398... 265 111.926 .97,a,, .15 3.9-3
W
3- 1 M3 6.75X1... .031 1.875 .097 0 V 240.... 1100 2163..,1398... 265 11-926 .976 .15 3.9-3
'A 307'
� 1 "�,� d"',b-, "'� I'� fi '.
5 2 M2 6.75XII... .179 0.. ... .032 0 Z 240.... 1100 1307.. 1398... 230 11.926 .988 .15 3.9-3
5X 98- 1 5-14
7 3 1 M1 6.75X1... .318 0 .050 0 V 240-.. 1100 1307...1398... 265 11.926 .988 .15 3.9-3
4�W 05�0 61n�'.
I � -I - :
9- 3 M3 6.75X1... .031 1.8751 .097 0 V 240.....1100 2163.. 1398.. 265 11.926 .976 .15 3.9-3
11 4 M2 6.75X1... .314 15 .061 V 1240.... 110012163.. 1398.. 265 11.926 .976 .15 3
1307.:.'1398..2.' 11'
j
RISA-31D Version 12.0.0 [CA...\...\...\...\15011-0095 POPA-Operable ParUtion Wall Beam Calc.r3d] Page3
2012 Washington State Energy Code Compliance Forms for Commercial, Group R1,and>3 story R2 and R3
'Mechanical Summary MECH-SUM
2012 Seattle Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Auo 2014
Project Info Project Address PORT OF PORT ANGELES Date 5/21/2015
W 18TH STREET For Building Dept. Use
PORT ANGELES,WA 98363
Applicant Name: RICE GROUP INC.
lApplicant Address: 20201 CEDAR VALLEY RD,SUITE 120,LYNN 00
lApplicant Phone: (425)774-3829
Project Description 25,000 SQUARE FOOT TENANT IMPROVEMENT FOR OFFICE SPACE,TRAINING
Briefly describe mechanical ROOMS, GENERAL SHOP AREAS, LAB TYPE SPACES,AND FREEZER ROOMS.
system type and features.
Includes Plans Include documentation requiring compliance with commissioning provisions per Section C408.
0 Simple System Complex System 0 Total Building 0 Target
Compliance Option I Performance Performance
The following information is required to be incorporated with the mechanical equipment schedules on
Equipment Schedules the plans. For projects without plans,fill in the required information below.
Cool' g Equipment Schedule
Economizer Heat
Equip. Equ Capacity' OSA CFM SEER Option or Recovery
ID Typiep Brand Name' Model No.' Btu/h or Econo? or EER IPLV' Exception 6 Y/N
SEE EQUIPMENT
SCHEDULES ON PAGE M-
.-1.2, -1.3
�—I— -
Head, g Equipment Schedule
Heat
Equip. Equip Capacity2 OSA cfm Recovery
ID I Type I Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh EfficienCY4 Y/N
SEE EQUIPMENT
SCHEDULES ON PAGE M-
1.2.M-1.3
Fan Equipment Schedule
Equip. Equip
Brand Name' Model No.' CFM SP1 HP/BHP Flow ControI5 Location of Service
SEE EQUIPMENT
SCHEDULED ON PAGE M-
Service Water Heating Equipment Schedule
Equip. Equip Input Sub-
ID Type Brand Name' Model No.' Capacity Category EF 7 Location of Service
SEE EQ—UIPMENT
SCHEDULE ON PAGE M-
1.2
If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP,HSPF,Combustion Efficiency,or AFUE,as
Interior Lighting Summary LTG-SUM ,
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014
Project Info Project Address POPA-Composite Recycling and Technology Center Date 5/21/2015
Compliance 2220 W.18th Street For Building Department Use
forms do not
require a Port Angeles,WA 98363
password to
use. Applicant Name: K Engineers,Inc.
Instructional and Applicant Addr ss: 208 Third St.,Lynden,WA 98264
calculating ce/Is
are wite- Applicant Phone: (360)354-4757
Project Description 13 New Building [3 Addition 0 Alteration 0 Plans Included
Lighting Compliance Path Lighting Power Density Calculations 0 Total Building Performance
(If Total BuildingrPerformance then only LGT-CHKis
Lighting Power Allowance 0 Building Area Method Space-By-Space Method
Method Selection required to
enable LPA forms
Interior Lighting System
Description
Briefly describe lighting
system type and features.
Additions and Change of Space Use (C101.4.3 & C101.4.4)
M Addition area or Change of Space Use area complies with all applicable provisions as stand alone project
[3 Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable
provisions per C1 01.4.3
Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document
maximum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use space.Provide
applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13.
Alterations, Renovations and Repairs (C101.4.3.1)
0 60%or more of luminaires in space replaced
Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document
maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed(including existing)
lighting wattage in Proposed Wattage table.Retrofit and non-retrofit spaces shall be documented separately using multiple forms.
[3 Less than 60%of luminaires in space replaced
Provide a separate Space-By-Space Method(LTG-INT-SPACE)Compliance Form for this retrofit area.Document existing total
wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table.Document proposed(including
existing)lighting wattage in the Proposed Wattage table.
13 Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased
0 New wiring installed to serve added fixtures and/or fixtures relocated to new circuit
Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3),specific
application controls(C405.2.3),and commissioning of lighting controls per C405.13
13 New or moved lighting panel
Provide all applicable lighting controls as noted for New Wiring,automatic time switch controls(C405.2.2.1), and commissioning of
lighting controls per C405.13.
[3 Space is reconfigured -luminaires unchanged or moved only
Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13.
[3 No changes are being made to the interior lighting and space use not changed.
Interior Lighting Summary - Space-By-Space LTG-INT-SPACE
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014
Project Address POPA-Composite Recycling and Technology Center Date 5/21/2015
Lighting Alterations, Renovations &Building Additions For Building Department Use
0 Less than 60% 0 60%or more 0 Stand alone 0 Addition
Notes:
a. Lighting fixtures ina building addition may comply as a stand alone project, ortheymaybe
combined Kith the overall existing bIdg,lighting to demonstrate compliance.Refer to
C 10 1.4.3.
b. For retrofits and building additions,provide Space Types and gross interior areas in the
Maximum Aflot4ed Lighting table.If a builidng addition vV11 comply as combined vuth the
overall
existing builidng,include all applicable existing Space Types and gross interior areas.
c. Documentnew fixtures and all existing to remain fixtures in the Pronosed Lichtino table.
N1. If less than 6: A%MiMll b I wedrovide total existing lightingiKettage
9wo, AlloKed Lighting table.
Location(plan# Allowed— (3ross Interior Watts A7[5—w—ec
room Space Type* Wafts per fF Area in tf (watts/ff x area)
Dwg.E-3.1
Laboratory Laboratory for medical/inclustrial/research 1.81 5350 9684
Storage Storage 0.63 100 63
Mech.Rooms Electrical/mechanical 0.95 310 295
Office(Open) Office-Open plan 0.98 670 657
Reception Office-Open plan 0.98 450 441
Office Office-Enclosed 1.11 1141 1267
Corridor Corridor/transition 0.66 1264 834
Conference Rms. Conference/meeting/multi purpose 1.23 573 705
Restrooms Restroorn 0.98 652 639
Classrooms Class room/lectu re/train i ng 1.24 1414 1753
Dwg.E-3.2
Manufacturing Manufacturing:Low bay 25 ft floor-ceiling ht.) 1.19 10970 13054
Restrooms Restroorn 0.98 536 525
Break Room Lounge recreation 0.73 380 277
Office Office-Enclosed 1.11 470 522
Storage Storage 0.63 395 249
Mech.Room Electrical/mechanical 0.95 252 239
AtInUrn" itzinter1w
T,
[�-Ai ff 16�All6wancefrorn�G'-!N
Select Table C405.5.2(2)category from drop dow7 menu. Area Allowed Wafts
For atriums,indicate height.Allovied mttage for first 40 feet is 0.03 WIft. ht, Total 24927 312037
above 40 feet is 0.02 W11t. ht
Proposed Lighting Wattage
Location(plan# Number of Wattsl Watts
room#) Fixture Description— Fixtures Fixture Proposed
Dwg.E-3.1 2'x4'Fluor.Troffer,3 Lamp(Type A,AD,D) 104 89 9256
2'x4'Fluor.Troffer,2 Lamp(Type B,BA,BD) 27 59 1593
2'x2'Fluor.Troffer,3 Lamp(Type C) 2 46 92
2'x2'Fluor.Troffer,3 Lamp(Type CA,CD,E) 11 50 550
4'Fluor.Strip,2 Lamp(Type F) 6 59 354
Vx4'Fluor.Wraparound(Type G) 7 59 413
4'Fluor.Vanity Bracketed,2 Lamp(Type J) 2 59 118
4'Fluor.Under Cabinet,1 Lamp(Type K) 2 30 60
LED Recessed Downlight,1500 Lumen(Type L&LE) 25 22 550
LED Pendant Luminaire(Type P) 3 8 24
12'Fluor.Linear Direct/indirect Pendant,6 Lamp(Type R) 1 171 171
LED Track Light(Current Limiter @ 30OW) 2 300 600
Exit&Emergency Lights(Type Y,Z) 16 5 Exempt
Dwg.E-3.2 2'x4'Fluor.Troffer,3 Lamp(Type A) 14 89 1246
4'Fluor.Strip,2 Lamp(Type F) 3 59 177
4'Fluor.Vanity Bracketed,2 Lamp(Type J) 2 59 118
4'Fluor.Under Cabinet,1 Lamp(Type K) 3 30 90
LED Recessed Downlight,1500 Lumen(Type L&LE) 11 22 242
8'Fluor.Industrial Strip,6 Lamp(Type M&ME) 48 171 8208
Exit&Emergency Lights(Type Y,Z) 4 5 Exempt
MUJ
Total Proposed Watts may not exceed Total Alloved Watts for Interior Lighting Total Proposed Wall 23862
Include existing to remain lighting fixtures and exempt lighting equipmentper notes below
Notes:
1. Include ALL proposed lighting fixtures.
2. Forproposed Fixture Description,indicate fixture type,lamp type(e.g. T-8), number of lamps in Me fixture, and ballast type(if included).
For
track lighting,list the length of the track(in feet) in addition to the fixture, lamp,and ballast inform ation.
3. Forproposed WattslFixture, use manufacturer's listed maximum input mttage of the fixture(not simply the lamp mttage) and other
criteria
as specified in Section C405.5.1.For line voltage track lighting,list the greater of actual luminaire i4ettage or length of track multiplied by
50,
or as applicable,the vLattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated vattage.
'VOW U5 7, nore exception number and leave wattslFixture 57anK.
I 40910==M,43 MWight,5no table in the same manneras new fixtures. ldentifv as existinaPPMPLIESI
' Exterior Lighting Summary LTG-EXT ,
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014
Project Info Project Address: POPA-Composite Recycling and Technologj Date 5/21/2015
2220 W.18th Street For Building Department Use
Port Angeles,WA 98363
Applicant Name: K Engineers,Inc.
Applicant Addr: 208 Third St.,Lynden,WA 98264
Applicant Phone: (360)354-4757
Project Description 13 New Building [3 Addition Q Alteration Plans Included
Lighting Zone
As specified byjurisdiction. Zone 0 zone 1 0 Zone 2 0 zone 3 0 zone 4
selection required to enable L TG-EXT
MM
compliance Option Lighting Power Density Calculations 0 Total Building Performance
Building Grounds 13Efficacy>60 lumens/W b Controlled by motion sensor
Applies to luminaires> 100 Watts OlExemption (list)
Exterior Lighting Alterations[3No changes are being made to the existing exterior lighting
New wiring installed to serve added fixtures and/or fixtures relocated to new circuit
Provide applicable exterior lighting controls per C405.2.4 and commissioning per
Tradable Maximum Allowed Lighting Wattage Base Site Allowance] 750
AllOVVeO vvarfE Area(ff),perimeter Allowed Waffs
Tradable Surfaces Surface Description per fe or per If (If)or#of items x fe(or x lf)
Entry Canopies Loading Dock Canopy 0.4 W/ft;2 446 178
Total Allowed Tradable Wattsi 178
Tradable Proposed Lighting Wattage (Use mfgr listed maximum input wattage for luminaire.)
Number of Wattsi Watts
Tradable Surface Fixture Description Fixtures Fixture Proposed
Entry Canopies LED Flood Light (Type V) 1 160 160
Total proposed tradable vietts may not exceed the sum of total alloKed tradable Total Proposed Tradable Watts 160
mtts plus the base site alloKence. Any base site alloKence not needed to
make tradable vLatts comply can be applied to individual non-tradable
Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750
Allowed Watts Area(1Y),perimeter Allowed Watts
Non-Tradable Surfaces Surface Description per f?or per If (10 or#of items x fe(or x If)
Bldg. Fagade (by perim) Building Perimeter 3.75 W/1f 700 2625
Non-Tradable Proposed Lighting Wattage
Number of Watts) Watts
Non-Tradable Surface Fixture Description Fixtures Fixture Proposed
Bldg. Fagade (by perim) Fluor. Wall Sconce, 1 Lamp (Type U) 3 28 84
Bldg. Fagade (by Perim) Existing Fluor. Wall Sconce, 1 Lamp 5 28 140
Non-tradable proposed vetts may not exceed allovLed VLetts for any individual Total excess Non-Tradable watts: 0
surface unless the total excess mtts for all non-tradable surfaces are less than Site Allowance Balance: 750
the remaining site allovwnce.
Exterior Lighting COMPLIES WITH SITE ALLOWANCE]
Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014
Project Address POPA-Composite Recycling and Technology Center I Date 5/21/2015
The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the
Washington State Energy Code,Commercial Provisions.
Location in ing Department
,no,na)I Code Section Compone
Applicability
(yes �t Compliance information required in permit documents Documents Notes
LIGHTING CONTROLS (Section C405.2)
Yes C4052.1.1 Manual interior Indicate on plans the manual control type&locations served: See Ltg Plans
C405.2.1.2 lighting controls Indicate of plans the 50%lighting load reduction method
provided or identify exception taken
Indicate lighting system automatic shut-off capability-identify See Ltg Plans
Automatic time lighting zone areas served on plans:
Yes C405.2.2.1 switch controls and Indicate locations of override switches on plans and the areas
override switching served,include area sq.ft.;
Indicate locations where automatic shutoff is provided by other
methods(occupancy sensor,daylight controls,etc)
Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors See Ltg Plans
Yes Daylight zones- Indicate vertical fenestration primary and secondary daylight See Ltg Plans
C405.2.2.3 Vertical fenestration zone areas on plans,include sq.ft.;
and skylights Indicate skylight daylight zone areas on plans,include sq.ft.
Yes C405.2.2.3.2 Dayl i g ht zon e Indicate on plans the locations served by daylight zone controls; See Ltg Plans
controls Indicate in plans the lighting load reduction(dimming)method-
stepped or continuous dimming
Specific application Indicate on plans the locations served by specific application
NA C405.2.3 lighting controls- lighting controls
General
Indicate lighting control method for display and accent lighting,
NA C405.2.3- Display and accent and display case lighting;
Items 1&2 lighting Indicate these fixtures are controlled independently from both
general area lighting and other lighting applications within the
same space
C405.2.3- Hotel/motel guest Provide a lighting control device at each guest room entry for all
NA Item 3 rooms permanently installed fixtures in guest room;
Indicated whether lighting control is manual or automatic
Yes C405.2.3- Supplemental task Provide automatic shut-off vacancy controls for supplemental See Ltg Plans
Item 4 lighting task lighting,including under-shelf or under-cabinet lighting
Identify eligible non-visual applications and method of lighting
NA C405.2.3- Lighting for non- control,
Item 5 visual applications Indicate these fixtures are controlled independently from both
general area lighting and other lighting applications within the
same space
Indicate lighting control method for lighting equipment for sale
NA C405.2.3- Lighting equipment or demonstration;
Item 6 for sale or Indicate these fixtures are controlled independently from both
demonstration general area lighting and other lighting applications within the
same space
If egress lighting power density is greater than 0.05W/fl?,
C405.2.3- Means of egress indicate method of automatic shut-off during unoccupied
NA Item 7 lighting periods;
Identify on plans the egress fixtures that function as both normal
and emerclency means of egress illumination
NA C405.10 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15
C405.11 lighting minutes of unoccupancy for cooler and freezer lighting fixtures
with lamp efficacy less than 40 lumens per waft
Yes C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control See Ltg Plans
controls method and locations served
Exterior building Provide motion sensor controls for building grounds fixtures
NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60
controls lumens,or identify exception taken
Identify applicable commissioning documentation requirements See Specifications
per Section C408 or eligibility for exception;
Yes C408.3 Lighting system Provide written procedures for functional testing of all automatic
functional testing controls and describe the expected system response,
Identify in construction documents the party responsible for
functional testing of automatic lighting controls
INTERIOR LIGHTING POWER&EFFI ACY(Sections C405.5, C405.10, C405.11)
Provide fixture schedule with fixture types,lamps,ballasts,and See Ltg Plans
C405.5.1 rated wafts per fixture;
C405.5.1.1 Identify spaces eligible for lighting power exemption on plans
Yes C405.5.1.2 Total connected and in compliance forms;
C405.5.1.3 interior lighting power Identify lighting equipment eligible for exemption in fixture
C405.5.1.4 schedule and in compliance forms;
Indicate that exempt lighting equipment is in addition to general
area lighting and is controlled independently
Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK,
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014
Project Address POPA-Composite Recycling and Technology Center FDate 5/21/2015
The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the
Washington State Energy Code,Commercial Provisions.
Applicability Location in Building Department
(yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes
Yes C405.4 Exit signs Provide ext sign types and rated wafts per fixture in fixture 5 Watt
schedule(maximum 5 watts per fixture)
NA C405.1 0 Cooler and freezer For lighting in walk-in coolers and freezers,and refrigerated
C405.11 lighting warehouse coolers and freezers,provide rated lamp efficacy(in
I I lumens per waft)in fixture schedule
Lighting Power Calculation-Indicate compliance path taken
Complete required compliance forms—proposed wattage per
NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per
building area.Identify locations of building areas on plans
Complete required compliance forms—total proposed wattage
Yes C405.5.2 Space-By-Space does not exceed maximum allowed wattage.Identify locations of Attached
Method space types on plans,including retail display areas as
applicable
EXTERIOR LIGHTING POWER&EFF CACY(Section C405.6)
Provide fixture schedule with fixture types,lamps,ballasts,and See Ltg.Fixture
Total connected rated watts per fixture; Schedule
Yes C405.6.2 exterior lighting Identify exterior applications eligible for lighting power
power exemption on plans and in compliance forms,
Indicate that exempt exterior lighting is controlled independently
from non-exempt exterior lighting
Yes Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ Attached
C405.6.2(l)
Exterior building For building grounds fixtures rated at greater than 100 wafts,
NA C405.6.1 grounds lighting provide rated lamp efficacy(in lumens per waft)in fixture
schedule
Exterior lighting Complete required compliance form—proposed wattage for
Yes C405.6.2 power calculations exterior lighting plus base site allowed does not exceed Attached
maximum allowed
MOTORS&TRANSFORMERS (Sections C405.8, C405.9)
NA C405.8 Electric Motors For motors not part of an HVAC system,provide electric motor
schedule on electrical plans with hp,rpm,and rated efficiency
Yes C405.9 Transformers Provide distribution transformer schedule on electrical plans See Panel
with transformer size and efficiency Schedules
If"no" is selected for any question, provide explanation:
CERTIFICATF rNT� -NCCUPANCY
CITY OF PORT ANGELES - BUILDING DIVISION
This certificate is issued pursuant to the requirements of Section I I I of the 2015
International Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction of use for
the following:
Business Name: Composite Recycling Technology Center
Business Address: 2220 W 18" St
Business Owner: CRTC
Business Owner Address: 2220 W 18"' St
Automatic Fire Sprinkler: yes
Use and Occupancy classification: Factory/ Industrial
Type of Construction Type 11 Fire Resistive
August 18, 2016
Nathan West, DCED Date
Post on the premises in a conspicuous place.This certificate shall not be removed except by the Building Official