HomeMy WebLinkAbout124 W. 1st Street A Address:
124 W 1St Street A
PREPARED 5/03/13, 9:07:32 INSPECTION TICKET PAGE 3
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY ' DATE 5/03/13
'
ADDRESS . : 124 W 1ST ST A SUBDIV:
CONTRACTOR KANDU ENTERPRISE PHONE (360) 565-8383
OWNER CATHERINE & THOMAS HARPER TRST PHONE
PARCEL 06-30-00-0-0-3215-0000-
APPL NUMBER: 13-00000242 COMM REMODEL
------------------------------------------------------------------------------------------------
PERMIT: DF2 00 BUILD PERMIT - COM DBL FEE
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
--------------------------------------- --------------——-----—------------------
BL3 01 4/10/13 JLL BLDG FRAMING
4/10/13 AP April 10, 2013 12:33:58 PM jlierly.
April 10, 2013 12:50:04 PM jlierly.
' BL99 01 4/26/13 JLL BLDG FINAL
4/26/13 DA April 26, 2013 8:15:00 AM pbarthol.
Greg 565-8383
April 26, 2013 4:32:05 PM jlierly.
Grab bars in ADA restroom need to be attached air gap at D/W
/// JLL
BL99 02 5/02/13 JLL BLDG FINAL
5/02/13 DA May 2, 2013 8:26:07 AM pbarthol.
Greg 460-3617
May 2, 2013 4:28:40 PM jlierly. -
need vert bar on side wall per code/ jll
BL99 03 5/03/13 LL BLDG FINAL
t May 3, 2013 8:11:15 AM pbarthol.
Greg 460-3617
------------------------ ------------ COMMENTS AND NOTES
f
BUILDING PERMIT INSPECTION RECORD
- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— 1
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/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 b
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 Pum /Furnace/FAU/Ducts
Rough-in
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date Accepted b
MANUFACTURED HOMES:
Footing/Slab
Blocking&Hold Downs
Skirting
PLANNING DEPT, Separate Permit#s SEPA:
Parkin /Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
Inspection Type Date Accepted By
t
Electrical 417-4735
Construction-R.W. PW /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 . . . . . 13-00000242 Date 3/26/13
Application pin number . . . 172356
-------------------------------------------------------------------
Fee summary Charged Paid Credited DueREPORT SALES TAX
----------------- ---------- ---------- ---------- ---------- on your state excise tax form
Permit Fee Total 259.00 259.00 .00 .00
Plan Check Total 71.34 71.34 .00 .00 to the City of Port Angeles
Other Fee Total 114.25 114.25 .00 .00 (Location Code 0502)
Grand Total 444.59 444.59 .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: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
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 b
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 Pum /Furnace/FAU/Ducts
Rough-In
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date Accepted b
MANUFACTURED HOMES:
Footin /Slab
113locking&Hold Downs
Skirting
PLANNING DEPT. Separate Permit#s SEPA:
Parkin /Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/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
Application Number . . . . . 13-00000242 Date 3/26/13
Application pin number . . . 172356
Property Address . . . . . . 124 W 1ST ST
ASSESSOR. PARCEL NUMBER: 06-30-00-0-0-3215-0000- REPORT SALES TAX
Application type description COMM REMODEL
Subdivision Name . . . . . . on your state excise tax form
Property Use . O
Property Zoning . . t0 the City f Port Angeles
. CENTRAL BUSINESS DISTRICT
Application valuation 3000 (Location Code 0502)
Application desc
REMODEL BATHROOM TO ADA/SAW CiTI' CONCRETE WALL
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
CATHERINE & THOMAS HARPER TRST KANDU ENTERPRISE
1.22 W 1ST ST 714 WEST 6TH
PORT ANGELES WA 98362 PORT ANGELES WA 98363
(360) 565-8383
--------------------------------- ------------------------------------------
Permit . . . . . . BUILDING PERMIT - COMMERCIAL
Additional desc . . ADA BATHROOM/SAW CUT CONCRETE
Permit Fee . . . . 109.75 Plan Check Fee 71.34
Issue Date . . . . 3/26/13 Valuation . . . . 3000
Expiration Date 9/22/13
Qty Unit Charge Per Extension
BASE FEE 95.75
1.00 14.0000 THOU BL-2001-25K (1.4 PER K) 14.00
----------------------------------------------------------------------------
` Permit . . . . . . MECHANICAL PERMIT
Additional desc BATHROOM VENT FAN
Permit Fee . . . . 57.25 Plan Check Fee .00
Issue Date . . . . 3/26/1.3 Valuation . . . . 0
Expiration Date . . 9/22/13
Qty Unit Charge Per. Extension
BASE FEE 50.00
1.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 7.25
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . . ADD 1 SINK / MOVE 1 SINK
Permit Fee . . . . 92.00 Plan Check Fee .00
Issue Date . . . . 3/26/13 Valuation . . . 0
Expiration Date . . 9/22/13
Qty Unit Charge Per Extension
BASE FEE 50.00
2.00 7.0000 EA PL-PLUMBING TRAP 14.00
2.00 7.0000 EA PL-WATER LINE 14.00
2.00 7.0000 EA PL-DRAIN VENT PIPING 14.00
----------------------------------------------------------------------------
Other Fees . . . . . . . . . DOUBLE PERMIT FEE 109.75
STATE SURCHARGE 4.50
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 requ' i pections have not been requested within 180 days from the
last inspection. I hereby certify that I have read and examined s appli ation and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will b o lied wit (whether specified herein or not. The granting of a permit does
not presume to give authority to violate or cancel the ovi o s of a state or local law regulating construction or the performance of
construction.
3 26-rl) VL-V--k
4ate Print Name Signature of Contractor r uthorized Agent Signature of Owner(if owner is builder)
T:Forms/Building Division/Building Permit
CITY OF RT
NGELES For City Use
Permit#
Date Received:
W AS H 1 N CT O N , U . S . Date Approved
321 E. First Street
Port Angeles, WA 98362
P: (360)417-4817 Building Permit Application
F: (360)417-4711
E-mail: permits@cityofpa.us Form
Project Address: 2,4 v
Primary Contact: `'' ' Phone # 660 " *4�:6 _36t
E-Mail: 14G-y\60— 2
Property Name Phone
H lzi lel- 4Poz17&
Owner Mailing Address Email
12-4
Gtt State Zip
Tarte A Eiifi�C rL — 9g.36a
Contractor Name Phone
Information �'��������
Email
License#
Expiration Date:
Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor)
$
Residential Vr Commercial ❑ Industrial ❑ Public ❑
Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑
Classification
(check For the following, fill out both pages of permit application:
appropriate) New Constructii 11Exterior Remodel 11Addition ElTenant improvement ❑
Mechanical IQ Plumbing ❑ Other ❑ ADC> S } (�
Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms
Yes ❑ No
Project "w Au, _ C�:> G� 1
Description
AQ—h 510,z- ��tJbsZ�� `+� � 1rJC-�S
t� N TT A a-_>
ninra
ject in a Flood Zone: Yes ❑ No Flood Zone Type:
Flood Zone, what is the value of the structure before proposed improvement? s-
I
I 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 r able review has
occurred. I understand that I will forfeit review fees if I withdraw t lic do a re the permit is
issued. I understand that if the permit is not picked up/issued ' i 180 a bmit a application
will be considered abandoned and the fees will be forfeited.
Residential Structures
For Office Use
Area Description(SQ FT) Existing Proposed $$value
Basement.
First Floor
Second Floor ,
Covered Deck/Porch/Entry
Deck(over 30"ora" floor)
�� Garage
Carport
Other(describe)
[Area�Totals
Commercial Structures
For Office Use
Area Descriptions(SQ FT) Existing Proposed $$Value
Existing Structure (s)
Proposed Addition
Tenant Improvement?
Other work(describe)
Site Area Totals
Lot/Site Coverage Calculations
Lot Size :%Lot Coverage(Sq Ft of all Structures):
%Site Coverage (Sq Ft of all impervious surfaces including structures)
Mechanical Fixtures
Indicate how many of each a of fixture to be installed or relocated as part of this project.
Air Handler Size: # Haz/Non-Haz Piping #of Outlets:
Appliance Vent # Heater(Suspended,Floor,Recessed wall) #
Boiler/CompressorSize: #{ Heating/Cooling appliance #
repair/alteration
Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas #
portable) Fireplace/Gas Stove/Gas Cook Stove/Misc.
Fuel Gas Piping #of Ventilation Fan,single duct #
Outlets:
Furnace/Heat Pump/ Size: # Ventilation System #
Forced Air Unit
Plumbing Fixtures
Indicate how many of each type of fixture to be installed or relocated.
Plumbing Trap Fuel gas piping #of Outlets# Water Heater Water Line
Medical gas piping Sewer Line Industrial waste pretreatment interceptor
Vent piping# Other
T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX
LLJ
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A STEEL LINTEL DETAIL
S 1 Scale: N.T.S. v o C" 0 3
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SCALE:
AS NOTED
DATE:
3/4/2013
T—�^ FILE:
4 EX. CONIC. WALL 13057 St
a a 1/2"0x4" WEDGE JOB N0:
ANCHORS (TYP.) 13057
Y.
114 < D/ANGLE EA. SIDE D1
-- y4• '/ y
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L4K4K7g ANGLE
VERTICAL EA. SIDE
STEEL LINTEL SECTION NAL �rG
S 1 Scale: N.T.S.
SHEET
OF �_
GENERAL NOTES
1. Engineering Design loods:
Roof live load: 25 psf (snow)
Floor live load: 40 psf (residential)
Rain load: 31.6 psf (assume 6" ponding depth)
2. Construction shall conform to these plans and all
applicable codes and local ordinances including the 2009
Edition of the International Building Code.
POST INSTALLED ANCHOR NOTES:
1. Adhesive Anchors: Anchoring adhesive shall be a two—component high solids,
epoxy—based system supplied in manufacturer's standard cartridge and dispensed
through static—mixing nozzle supplied by the manufacturer. The adhesive anchor shall
hOV6 '066n t6st6d Ond gue,i ied for perfoirrnoince in cracked and untracked concrete per
ICC—ES AC308. Adhesive shall be SET—XP Epoxy—Tie adhesive from Simpson Strong—Tie,
or approved equal. Install per manufacture's recommendations. SPECIAL INSPECTION
REQUIRED
2. Mechanical Anchors:
Expansion: Wedge anchors shall be on imperiol=sized steel threaded stud with an
integral cone expander and a three—segmented expansion clip. The stud shall be
manufactured fr orn ccr..= slaoi c.-'d 'It-16 E7tpui,s10n, 0P Snail have two undercutting
embossments per segment and be manufactured from 316 stainless steel. The anchor
shall have been tested and qualified for performance in cracked concrete per ACI 355.2
and ICC—ES AC193. Anchors shall be Strong—Bolt wedge anchors from Simpson
Strong—Tie. Install per manufacture's recommendations.
Screw: Anchor shall hove 360' contact with the base material and shall not
require oversized holes for installation. Fasteners shall be manufactured from carbon
steel, and are heat treated. Anchors shall be zinc ploted in accordance with ASTM
8633 or mechanically galvanized in accordance with ASTM B695. The anchor shall hove
been tested and qualified for performance in cracked concrete per ACI 355.2 and
ICC—ES AC193. Anchors ore not to be reused after initial installation. Screw anchors
shall be Titen HD anchors from Simpson Strong—Tie. Install per manufacturer's
recommendations.
STRUCTURAL STEEL
ALL STEEL SHALL CONFORM TO THE FOLLOWING:
W—SHAPES ASTM A992, Fy=50KS1
L—SHAPES — ANGLES ASTM A36, Fy=36KSI
C—SHAPES — CHANNELS ASTM A36, Fy=36KSI
HSS — SQUARE OR RECTANGULAR STRUCTURAL TUBE ASTM A500 GRADE 8, Fy=46KSI
STEEL PIPE ASTM A53, TYPE E OR S GRADE B. Fy=35KS1
STEEL PLATES AND BARS ASTM A36, Fy=36KSI
MATERIAL CALLED OUT ON PLANS AS (A36) ASTM A36, Fy=36KSI
ANCHOR BOLTS/RODS ASTM F1554 GRADE 36, Fy=36KSI
COMMON BOLTS ASTM A307
ALL OTHER STEEL UNLESS NOTED OTHERWISE ASTM A36, Fy-36 KSI
STRUCTURAL STEEL WELDING
Structural steel shop drawings shall show all welding with AWS A2.4 symbols. All
welding shall be done by AWS/WABO (Washington Association of Building Officials)
certified welders and in accordance with AKS D1.1. Welds shown on drawings are
the minimum sizes. Increase weld size to AWS minimum sizes, based on plate
thickness. the minimum weld size shall be J". Field welding symbols have not
necessarily been indicated on the drawings. Where shown, proper field welding per
AWS 01.1 shall be used. Where no field welding symbols ore shown, it is the
contractor's responsibility to coordinate the use of shop and field welds. All partial
penetration groove weld sizes shown on the drawings throat thickness. All welds
shall be made using low hydrogen electrodes with minimum tensile strength per
AWS D1.1 (minimum 70 ksi). low hydrogen SMAW electrodes shall be used within 4
hours of opening,their hermetically sealed containers, or shall be re—dried no more
than one at o time, and electrodes that have been wet shall not be used.
All welding shall be performed in strict adherence to a written welding procedure
specificotion (WPS) per AWS 01.1. All welding parameters shall be within the
e!ectrode manufacturer's recommendations. Welding proced;:res .mall be submitted
to the owner's testing agency for review before starting fabrication or erection.
copies of the WPS shall be on site and available to all welders and the special
inspector.
All complete—penetration welds shall be ultrasonically tested upon completion of
the connection, except plate less than or equal to 4' thick shall be magnetic
particle tested. Reduction in testing may be mode in accordance with the building
code with approval of the engineer.
Lai
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)VO WEDGE ANCHOR AT END OF TOP ANGLE S W
GENERAL NOTES Ys Q <o s
W;�f O
1. Engineering Design loods: 1" L7x4x)" ANGLE EA. SIDES~�
Roof live load: 25 psf (snow) Q y '& o
3 o�_ v
Floor live load: 40 psf (residential) m WEDGE ANCHOR AT MID SPAN
4'1gn" c
Rain load: 31.6 psf (assume 6" ponding depth) ° <° as m c-53 h
Y2"0 WEDGE ANCHOR vi
2. Construction shall conform to these plans and all AT TOP OF VERTICAL e V R R
applicable codes and local ordinances including the 2009 o W
Edition of the International Building Code. " 5'-6" MAX. < ° U (/)
POST INSTALLED ANCHOR NOTES: N Q [t]
1 Z C/) C,6
1. Adhesive Anchors: Anchoring adhesive shall be a two—component high solids, 0
epoxy—based system supplied in manufacturer's standard cartridge and dispensed EX. CONC. WALL Z � � U c
L4x4x ANGLE
through stotic—mixing nozzle supplied by the manufacturer. The adhesive anchor shall —\ 2
ICC—ES AC308. Adhesive shall be SET—XP Epoxy—Tie adhesive from Simpson Strong—Tie, EA. SIDE a 0
o . Q Q C/)
have Leen tested and qualified for performance in crocked and uneraeked concrete per
or approved equal. Install per manufacture's recommendations. SPECIAL INSPECTION * 3 w (/)
REQUIRED ATTACH VERTICAL ANGLE TO ° , Z
CONC. W/WEDGE ANCHOR ® I Q W
2. Mechanical Anchors: MID HEIGHT ILL.
Expansion: Wedge anchors shall be an imperial-sized steel threaded stud with on � (�
integral cone expander and a three—segmented expansion clip. The stud shot) be OZ¢ w
manufactured from carbo: steel and '.he expansion clip shall have two undercutting ATTACH VEI:TSC:,L Tv COf3C. N� O
embossments per segment and be manufactured from 316 stainless steel. The anchor ° W/WEDGE ANCHOR AT BTM.
Z�
shall have been tested and qualified for performance in cracked concrete per ACI 355.2 - �, e X a Z
and ICC—ES AC193. Anchors shall be Strong—Bolt wedge anchors from Simpson
Strong—Tie. Install per manufacture's recommendations. I W N
Screw: Anchor shall have 360' contact with the base material and shall not
regtfire oversized holes for installation. Fasteners shall be manufactured from carbon
s4eel, and are heat treated. Anchors shall be zinc plated in accordance with ASTM
NOTE:L ANCHORS TO BE SIMPSON. 00
B633N O 0)
been or ed and
galvanized in accordance with ASTM.8695. The anchor shall have WEDGE ANCHORS Yt"mx4" LONG, CL
been tested and qualified for performance in crocked concrete per ACI 355.2 and WEDGE EMBEDMENT INTO CONCRETE p Lij.1c
� .
ICC-;ES AC193. Anchors are not to be reused after initial installation. Screw anchors
shall be Titen HD anchors from Simpson Strong—Tie. Install per manufacturer's U
recommendations. A ��EEL LINTEL DETAILin tu
STRUCTURAL STEEL J14C Q:" V do
ALL STEEL SHALL CONFORM TO THE FOLLOWING: Scale: IIT.T.S. 1 j V 3
Q
W—SHAPES ASTM A992, Fy=50KS1 J o 2
L—SHAPES — ANGLES ASTM A36, Fy--36KS1 Y
C—SHAPES — CHANNELS ASTM A36, Fy=36KSI C K O
HSS — SQUARE OR RECTANGULAR STRUCTURAL TUBE ASTM A500 GRADE B, Fy-46KS1
STEEL PIPE ASTM A53, TYPE E OR S GRADE B, Fy--35KS1 i.i Z
STEEL PLATES AND BARS ASTM A36, Fy=36KSl F
MATERIAL CALLED OUT ON PLANS AS (A36) ASTM A36, Fy=36KS1
ANCHOR BOLTS/RODS ASTM F1554 GRADE 36, Fy=36KSI SCALE:
COMMON BOLTS ASTM A307 AS NOTED
ALL OTHER STEEL UNLESS NOTED OTHERWISE ASTM A36, Fy=36 KSI DATE:
STRUCTURAL STEEL WELDING
3412013
1
Structural steel shop drawings shall show all welding with AWS A2.4 symbols. All FILE:
welding shall be done by AWS/WABO (Washington Association of Building Officials) Q EX, CONC. WALL 13057 S1
certified welders and in accordance with AWS DIA. Welds shown on drawings ore a a 1/2 WEDGE WEDGE JOB 'N0:
the minimum sizes. Increase weld size to AWS minimum sizes, based on plate A4L7x4x%"
NCHORS (WEDG 13057
thickness, the minimum weld size shall be J". Field welding symbols have not
necessarily been indicated on the drawings. Where shown, proper field welding per
AWS D1.1 shall be used. Where no field welding symbols are shown, it is the
contractor's responsibility to coordinate the use of shop and field welds. All partial as ANGLE EA. SIDE penetration groove weld sizes shown on the drawings throat thickness. All weldsY" GY D/
shall be mode using low hydrogen electrodes with minimum tensile strength per - 1�Of ASH��cC
AWS D1.1 (minimum 70 ksi), low hydrogen SMAW electrodes shall be used within 4
hours of opening their hermetically sealed containers, or shall be re—dried no more
than one at a time, and electrodes that have been wet shall not be used.
L4x4x%* ANGLE
All welding shall be performed in strict adherence to a written welding procedure VERTICAL EA. SIDE
specification (WPS) per AWS DIA. All welding parameters shall be within the
electrode manufacturers recommendations. Welding procedures shall be submitted �cS, C 32777 ,0
to the owner's testing agency for review before starting fabrication t erection /STE
1 STEEL LINT L SECTION . ONAL E
copies of the WPS shall be on site and available to all welders and the speciall
inspector.
Scale: N.T.S.
All complete—penetrotion welds shall be ultrasonically tested upon completion of
the connection, except plate less than or equal to }" thick shall be magnetic SHEET
particle tested, Reductionn in
testing may be mode 'n
accordance on
ce with the building
code with approval of the engineer,
S1
OF
PREPARED 4/05/13, 15:07:53 INSPECTION HISTORY REPORT PAGE 1
PROGRAM BP521L 0/00/00 THRU '0/00/00`
CITY OF PORT ANGELES ,
------------ - -- --------------------------------------------------------------
APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID
STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR
------------------------------------------------------------------------------------------------------------------------------------
12 00000751 124 W 1ST ST A 06-30-00-0-0-3215-0000-
000 000 SIGN 00 SIGN BL99 0001 BLDG FINAL 4/03/13 APPROVED SLL
REQ COMM: April 3, 2013 8:35:26 AM pbarthol.
RES COMM: April 3, 2013 4:34:47 PM jlierly.
PREPARED 4/26/13, 9:27:40 INSPECTION TICKET PAGE 3
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY , DATE 4/26/13
------------------------------------------------------------------------------------------------
ADDRESS . : 124 W 1ST ST SUBDIV:
CONTRACTOR KANDU ENTERPRISE PHONE (360) 565-8383
OWNER CATHERINE & THOMAS HARPER TRST PHONE
PARCEL 06-30-00-0-0-3215-0000-
APPL NUMBER: 13-00000242 COMM REMODEL
------------------------------------------------------------------------------------------------
PERMIT: DF2 00 BUILD PERMIT - COM DBL FEE
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
BL3 01 4/10/13 JLL BLDG FRAMING
4/10/13 AP April 10, 2013 12:33:58 PM jlierly.
April 10, 2013 12:50:04 PM jlierly.
BL99 01 4/26/13 BLDG FINAL
April 26, 2013 8:15:00 AM pbarthol. C
Greg 565-8383 PLN A—
PERMIT: ME 00 MECHANICAL PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
ME1 01 4/10/13 JLL MECHANICAL ROUGH-IN
4/10/13 AP April 10, 2013 12:32:43 PM jlierly.
April 10, 2013 12:50:04 PM jlierly.
ME99 01 4/26/13 MECHANICAL FINAL
April 26, 2013 8:15:22 AM pbarthol.
Greg 565-8383
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PERMIT: PL 00 PLUMBING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
PL2 02 4/10/13 JLL PLUMBING ROUGH-IN
4/10/13 AP April 10, 2013 12:33:22 PM jlierly.
� 3 April 10, 2013 12:50:04 PM jlierly.
PL99 01 4/26/13 .ice�- PLUMBING FINAL
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April 26, 2013 8:15:39 AM pbarthol.
Greg 565-8383
-------------------------------------- COMMENTS AND NOTES -----------------------------------
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