HomeMy WebLinkAboutBLD-2009-0234 - COMMERCIAL TENANT IMPROVEMENT G1`t 0 :, City of Anacortes Permit#: BLD-2009-0234
904 6th Street Issue date: 07/17/2009
P.O.Box 547
fry'' lco' Anacortes, WA 98221-0547 Expire date: 01/13/2011
. w (360) 293-1901
Job Address: 1400 4TH ST Permit Type: Commercial Repair/Alter Permit
ANACORTES WA 98221-1532 Project:
APN: P31513
P31514
P31515
P31516
P31517
P31518
P55366
P55673
P55679
Remarks: Construct water tank foundation.
Owner: TRIDENT SEAFOOD CORP Contractor: QUANTUM CONSTRUCTION INC
Address: PO BOX 17599 Address: . 12761 QUANTUM LN
SEATTLE WA 98127-1269 ANACORTES WA 98221-8364
Phone: Phone: (360)293-0656
License#: QUANTUM*66DF
General Information: Fees:
Building Valuation 3000 Building Permit Fee 67.50
State Building Code Fee 4.50
Plan Review Fee 43.88
Total Calculated: 115.88
Deposits/Receipts: 0.00
Total Due: 115.88
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THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR le 8
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL {'
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .0
SIGNATURE OF OWNER OR AUTHORIZED AGENT I ED BY
o,!YA Commercial Building Permit Application
Building Department
JOE4 P.O. Box 547 Anacortes, WA 98221
Phone No.: 360-293-1901 FAX: 360.293.1938
SITE ADDRESS: Lj
CONTRACTOR R Applicant` PROJECT DESCRIPTION
Name
Address�.,�.
City/sm-rzip ne,.La,� 7
Phone 2��-'®��FAX�Zr'1 1 '77J� �..
State License Y664F Exp
p aq PARCEL NUMBER
City of Anacones License L 00 J`—)U 9 (CJ
PROPERTY OWNER ❑Applicant LEGAL DESCRIPTION
Address l wo
Ciry/StatePZip COf /A)vT, PROJECT VALUATIONN
PhonJ C13 77 p I FAX � -
E-Mail Address Number of Stories �
Building Area:
❑Architect.El Designer)2Mugiueer.11 Applicant I'Floor s.f 20 Floor s.f.
Name 5-ft. y t9n3/t ei — 3b Floor s.f. Basement s.f.
Address ` Lot Area s.f. Construction Type
City/Sune/Zip nG,CAe S y�� Use Zone
Phone-,L041—!Tl� FAX Impervious Area
E-mail Address Other(Describe)
TENANT ❑Applicant LENDER
LENDER INFORMATION MUSTBEPROVNED FOR PROIECIS OVER$5,000
Name ;Clde,,-± st vALuAmN PER RCW.
Address Name /V-Pr
City/State/Zip Address
Phone FAX City/state/Lip I'
E-mail Address Phone No.
CONTINUED ON THE BACK
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Commercial Mechanical Fixtures
Fuel Type
❑ Natural Gas ❑ Electric ❑ Wood ❑ Propane Gas ❑ Other
Type of Equipment Number of Type of Equipment Number of
Fixtures Fixtures
Furnace<=100K BTU Gas Fireplace
Boilers/AC/Heat Pump Other Units
Gas Outlets
Ventilation Fans
Gas Water Heater
Range Hood
Commercial Plumbing Fixtures
Type of Fixture Number of Type of Fixture Number of
Fixtures Fixtures
Toilet Utility Sink
Dishwasher Hose Bibb
Hand Sink Water Piping
Kitchen Sink w/Dis oral Additional Fixtures
Clothes Washer
Electric Water Heater
I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMITAFPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY
WITH ALLCITV ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION.WTTHTHISPERMKTALL
CONTRACTORS AND SUBCONTRACTORS SHALL HAVEA CURRENT WA.SHINGTON STATE CONTRACTORSLICENSE AND A CITY BUSINESS
LICENSE.STOP WORK ORDERS wn.LBE ISSUED ON]OB SITES WHERE CONTRACTORSJSUBCONTRACTORS ARE WORKING WITHOUT
PROPER LI SE. Ili
�APPLI SIGNATO DATE
Last Updated 11-29-M
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FOOTING REBAR NOT SHOWN FOR CLARITY 6 f ey
SEE SECTION A-A FOR CALL-OUT
FOUNDATION LAYOUT
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GENERAL NOTES: a °
1. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE
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2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXAMINE SITE CON D177ONS PRIOR TO FABRICATION OF ALL ITEMS TO ENSURE ut
PROPER INSTALLATION. r o w
Rw,STANDARD
T TECHNIQUES
5'-21 3 FOR SLABS0M MtNI.Y USED IN THE PROFESSION THE CONTRACTOR SHALL HAVE A COMPLETE KTHE CONTRACTORING KNOWLEDGE SHALL EST CCLARIFICATION FRRETE NOM THE ENGINE OF REQUIRED 1 Q O
�2' STEEL TANK, 101'OD
4,-r RECORD ON fTEAl6 THAT CANNO78E CONSTRUCTED AS DETAILED OR WITH STANDARD CONSTRUCTION TECHNIQUES.
4, THE DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE"ELEMfBNTS IN THEIR FINAL POSITIONS. THE CONTRACTOR SHALL
PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION TO RESIST ALL FORCES INCLUDING WIND,SEISMIC AND
UNBALANCED FORCES DUE TO THE CONSTRUCTION SEQUENCE.
(6) 3h"A307ALL-THREAD ANCHOR BOLTS 5, SOIL PROPERTIES: Q
9"MIN EMBEDMENT,SIMPSON'SET EPDXY 5.1. CONCRETE PLACED ON UNDISTURBED NATIVE OR PROPERLY COMPACTED STRUCTURAL FILL
✓R3 OR#4 BARS,EACH WAY 5.2. MINIMUM SOIL BEARING-1,50W LL p
BEND ENDS VERTICAL (1)CONTINUOUS PERIMETER r O
INTO FOOTING,24'SPLICE 6. CONCRETE PROPERTIES:
to 80 OVERLAP +*OR#4,24"SPLICE OVERLAP
6.1. F'c 2,5001m#28-DAYS,FOOTINGS F n
6.2. SLUMP,
--� 6.3. CEMENT PORTLAND TYPE I OR 11 U
l 6.4. CALCIUM CHLORIDE NOT PERMITTED
7. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL THE FORMWORK FALSE-WORK AND TEMPORARY ' O c
SHORING. VIBRATION IS ESSENTIAL FOR THE PROPER PLACEMENT OF CONCRETE. OVER VIBRATION OF THE CEMEN7AN0 ROCK IS
UNDISTURBED NATIVE OR (3)CONTIN7PERIMTER,, CAUSE FOR REJECTION OF PLACED CONCRETE. 0
+C3 OR#4 W
COMPACTED STRUCTURAL 240 SPLICE OVERLAP 8. FORMS SHALL NOT BE REMOVED FOR A MINIMUM OF 244 OWS AFTER CONCRETE PLACEMENT
3' 3" 43 OR#4 CROSS-TIES 14"01c 5 ,Z,
9. REINFORCING STEEL: z W 'qw In
1.6' 9.1. DEFORMED BARS: ASTM-AB15 GR-60
9.2. COVER: O O
92.1, r,,CONCRETE SURFACES CAST AGAINST SOIL,
92.2. 2, FORMED SURFACES EXPOSED TO EARTH, n
9.2.3. 1-1/7,, TIES TO CONCRETE FACE,NOT EXPOSED TO EARTH. u F !
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10. AMENDED CONSTRUCTION DOCUMENTS(SC 106.4)
10.1. WORK SHALL BE INSTALLED IN AOCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS,AND ANY CHANGES MADE m 0 o
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DURING CONSTRUCTION THAT ARE NOT IN COMPLIANCE WITH THE APPROVED COAfSTRUCT)ON DOCUMENTS SHALL BE SUBMITTED N Q. �
TO THE ENGINEER OF RECORD WHO SHALL REVIEW THEMANO FORWARD THEM TO THE BUILDING OFFICAL WITH NOTATION
SECTION A A INDICATING THAT THE CHANGED CONDITIONS HAVE BEEN FOUND TO E IN GENERAL.CONFORMANCE TO THE DESIGN OF THE (,,Protect Engineer: L$
STRUCTURE Drawn By: GLS
3140= 1' I Drowingoundction slab
Date: 6119199
Job: 1404—011
Sheet: r�i 't OF 1