HomeMy WebLinkAbout18712 59th DR NE_066801_2026 INSPECTION REPORT
¢ti1N GTO Permit No.:0461v p4�601 Lot #:
Address: /19 ;�/oZ ^ 3cj ,6r
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Z Contractor: g",s Avv+-
Owner: J ew-&.w r.,,&
IN C' Date: 3
APPROVAL ❑ PARTIAL APPROVAL
❑ VIOLATION ❑ CORRECTION REQUESTED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ Please contact inspector.
❑ Was not able to perform inspection.
❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required.
D o G OS i IC
Inspector: Date:
TYPE OF INSPECTION REQUESTED
❑ Under-floor ❑ Framing ❑ Gas Piping
❑ Footing ❑ Drywall, Nailing ❑ Consultation
❑ Foundation ❑ Shear Nailing ❑ Groundwork
❑ Mechanical ❑ Grid ❑ Struct. Slab
❑ Wood Stove ❑ Rough-in S,* Final
❑ Masonry ❑ Drainage ❑ Insulation
❑ Other:
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INSPECTION1REPORT
ji
T Permit No.aWC�F0l Lot #: q r%Address:Contractor: 'a i crx trv"c NOwner:G� Date: `� '"®
].,APPROVAL ❑ PARTIAL APPROVAL
❑ VIOLATION ❑ CORRECTION REQUESTED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ Please contact inspector.
❑ Was not able to perform inspection.
❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required.
Inspector: Date G�
TYPE OF INSPECTION REQUESTED
❑,E Under-floor ❑ Framing ❑ Gas Piping
ooting Pis"- ❑ Drywall, Nailing ❑ Consultation
❑ Foundation ❑ Shear Nailing ❑ Groundwork
❑ Mechanical ❑ Grid ❑ Struct. Slab
❑ Wood Stove ❑ Rough-in ❑ Final
❑ Masonry ❑ Drainage ❑ Insulation
❑ Other:
Own" odompmmGmq �J7-Ac 1peow- •
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Owner: �;;'EVLNS0M, WILL 15106 72ND DR NW STANWOOD 9 8,211 2-
Value of Work: $4, 000. 00 Tax ID: Phone: 360. 51C0. 511r
Describe Work: ADD DOOR 'SE CT OR
Proposed Use:
Legal .Description: AIRPORT LOT 34A
Job Address: 18712 59TH CAI# NE
Contractor's Name Type Address License#
DAVIS DOOR SERVICE GEN 2119 39TH ST DAiIIS]3S1BIC8
TOTALS Fee
Fermi-'C. Fee $109. 50
Flan Fee $11. 18
State fee $4. 50 M w
SIGNATURE:
6
TOTAL NEE. . . . . . . . . . . . . . . . . $185. 18 I HEREBY CERTIFY THAT I HAVE REACH
AND EXAMINED THIS APPLICATION ARE!
PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 KNO THE SAME TO BE TRUE AND COR-.
REC' LL PR�'�VISIONS OF LAWS AND
TOTAL DUE. . . . . . . . . . . . . . . . . $185. 18 ORD N NOES VERNING HIS TYPE; OF
WU < ' ILL LIE � WITH WHETHER
SP 1 'I .D t:
DATE; RECEIPT #
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City of Arlington
REQUEST FOR REVIEW FORM
NAME: BP #: 06- �a �
DATE: lob ��D RETURN THIS FORM BY:
PROJECT SUMMARY: /
RESPONDING DEPARTMENTS
TOM C., FIRE DAVE A. BUILDING
KAREN L., UTILITIES KERRY W., BUILDING
DERYL T., UTILITIES SCOTT B., BUILDING
BILL B., NATURAL RESOURCE YVONNE P., PLANNING
GREGG E., ENGINEERING CWA., CONSULTANT
SHERRI PHELPS, BUS LIC JIM T., CONSULTANT
SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your
comments in memo form. If you have no comments, please return the form with the"No Comments" box
checked.
PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA.
❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO
Gulp NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT
L) COMMENTS
REVIEWED BY DATE " ��
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Contractor: Davis Door Services
Project: Stevenson
Permit 06-6801
Date: 01-05-06
Value: $4K
Building Permit: $109.50
Plan Review Fee: $71.18
State Fee: $4.50
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.......................................................I........................................... ...........................................
16-Nov-2005
SYEWEHISON leill-LUGAn
ARMUMG70M AIRPORT EASIf
Er"N' LARiGED HANGAR D00wrou`
WORK INCLUDED:
frFRUCTURAL DESIGN&DOCUMENTATION WORKBOOK
CITY OF ARLINGTON
B L
UILDING DEPARTMENT
APPROVED
P E T E R
GINTAUTAS
N A L I S
A . E . C
4552 51 at AVENUE NE
SEATTLE,WA 98105
TEL: 20&-527-7073
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P E T-E R DATE:- -- -----
---------------------------------------------•---
GINTAUI AS PROD: STEVENSON HANGAR DOOR
N A L I S SUB.l: DOOR LI141-EL
A . E . C STEEL BEAM ANALYSIS & DESIGN
_------ ---- - - -
Ut11FORP1 LO.'.D i-MUEET CONCENTRATED LOAD WORKSNEET D1
SPAN = -------------------------------------- t------- ---------------------------------- - -+
FT aL 0D height PL P
----- ---------------- --- ----- ; type length width wll Wdl 0.0 ;
-----i t ----- ----- ------ ----- ----- ------ -- - -t
FLOOR: i width i - ,'.4 @ LL = 25 psi = 500 ; roof; 16,6 25 15 6.0
t---•----+ t DL = 10 psi = 200 ; floor: S.0 40 25
WALL: high ---> N bL = l5 psf = ; wall: 6.0 15
other: 0.➢ ;
FLOOR, wide -- ; N LL = 40 psi = ------- ----- ------ ----- ----- ------ ------+
DL = 45 psi = - -1 ;; PL= 0.0 :.➢
WALL: high ---> H GL = 15 psf = dist. fror left ;; P➢= red:
V
FLOOR: wide ---> @ LL = 40 psf = CONCENTRATED LOAD WORKSNEET D2
_ ------------ - ------
WALL: high -- (i � ----- _ -_L15psf ; height PL Pb
-----
---- ----- type length width ill wdi 0.0 ;
Soo = AREA LLred uL= 500 100 ------- ----- ------ ----- ----- ------ ------
Live Load Rtd.? :> 1'ES 32% used wL= 33S red. roof: 16.0 %5 15 0.0
floor: 3.0 40 25
0,00 wall: 6.0 15 ;
other: 0.000 0.0
0.:0 i-•----- ----- ------ ----- ----- ------ ------t
0.00 - -. PL= 0.0 0.0
dist, frog left ;; PD= reo:
0.00 V
<<rL e PL
:<PU t<oL 0.335 C°.4 .<wL c:P0
<<TT «wG 0.200 ;<PT
:wT 0.535 .Cwl i<;uT
LLLLL M LLLLLLLLLLLLLLLLLLLLLL
DDGDCUDGUUD➢➢DUO➢Uu0llllDG➢0➢00
RI: :i1.57 F:R= " 11.57
W e4uiv
deft factor = Li 361) detl allr:w = 1.43 in.
----------------------Lai v --------------------------------------
S11EAIt: ]1,6 1..3 -0.0 -5.3 -11.6 kips
NO11E11T: 93.3124.4 93.3 fk
--------------------------------------naA N -------------------------------------------------------------------------------
Fy Fv Fb,11 Fb,other
3.6 14.4 23.76 21.6
--------------------------------feauired----------------------------
T'YPE DEEP Vrey Irer, AR''A --li - Sr --try--
w 16 11.11 1 4.a 963 62.0
11.57 12a.a
------------------•---- ---------Proviced----------------------------
Tl'PE UCEP Uprav Rprov ALIA :-Iz Sz- WT SIIE DEFLECT STW1610
W 18 I7 114 510 55 35 W16Y35 add depth `.3t 92°c
Y 10 S2 135 612 63 40 WOO add depth V".. 109,
W 16 di l s d 7I 2 i'i -am^r?7ul" '.
u 1- 93 176 200 89 50 W1dx50 add depth S3'c 141t
w i 6 10 i 19 s Pi)
W 18 110 214 M 10S 60 W1,8►60 G==OK 102t lilt
k1 13 l 114 232 1070 117 6S W10Y65 t==OK 1111: 1867- f y��� �%
1 251 1170 127 71 WI9t7i :==OK 121t
+..
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------ ---------------------------------I----------•------------------
P E T E R DATE: 02f21
G11' -FAUTAS PROD-. STEVENSON
H A L I S SU33,I: ROOF FOUND & POST
A . E . C WOOD BEAM ANALYS15 & DESIGN
--------- ----------------------------- —
�tltlsii,'1 �_•-.----�.i�������1�i��—��n�l—�i1tFi�.n♦{�-rrir n—vi—
/1 :iL H ; heighi PL PG ;
--•- -----•----------- --•-- ----- type leng?h width -ill udl D.O ;
t--------+ ------- ----- ------ ----- ----- ------ ------t
FLOU: 1 width = 20. e LL = 25 pef = L,,OO roof: 7.0 l5 15 D.O
l--------► :l = ld pit = ��0 ; floor: B.D 4D 25 ;
xnLL: high ---7 \��
psi = ; wall: d.O 15 ;
other:
FLOOki wide -- c Lpsi = r------- ----- ------ ----- ----- ------ ------+
psi = -- ;; PL= )A 0.0
5ALL: nigh --` i Dpsi = dist. fro. left ;; P6= red:
FLOOR: wide L -i = COR[CRATED LOAD URI;SNEET nDpe' = r------- ------------------------------------
-WALL------ 1iigil -- 0 Dpsf hei,^,ht FL P8------------ ----- --- ----- •---- ----- type length w;dih wll wdl 0.0n i;L= 5QG 2D0 +------- ----- ------ -•--- ----- ----- -----Live Load tied. 'i 0 3L hskL= }.e red, rGJ: 7'.Q
flog: .0 40 "5
Lou Fa11: o.'0 15 '
1
other: O.O il.0 ;
O.GO +------- ----- ------ -----
dirt. frci left ;; !U= rya:
i t,rh M. U.Jed iiWL l'L ..
L1:LL 2 LLLLLLLL_:.LLi.LLL'_
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6-LL
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F� Fit L! TL Ef= ------ --- -------- ------------ --- --------+
iLEEC'j iOi I11A SCfL "LR I.',! 1G', u!" ill',1 tl=�.!'',`.,1�1b.1518.1`', D=911O.5\1 113,5`,15''.16.5118119.5',.
n L'ILiiL _1!i---iUI _1.26 •.-.L- ..ii- V_i i -iu3 111L2
nLLGk _!1= 1'�5 i.uE " CL�1 t 1;4 llr. 8ef1
.Vh-L . .:L'i: ;Ui; ci, !ihiffl9 It
------------------------------------------------------
�ILULAN Ft-24,00
i-----------------------------------•------,
ions----
' 2-2 A 04
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43.0 ft 6 10 36 43 2-2X6 4X6 6x6 fig
bX8 oas 8 43 43 65 2 2X8 6X8 6x8 Ha
L br DRY FLOOR 8EA 3.2 =l 6r ---•------------- ---•---•--• ------ ----------------
1.5 8. sq ftq 3.9 = N/T,RUCE N SUPPORTS ONLY 8.4 sq fig based on 9 ft height
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STEVENSON 16-Nov 12:31 PM
---------------------------------YY- ----------------------------------- ---------
S C V R 1 A E
(IBC) DESIGN C �ZITERIA
I. GOVERNING CODE: 2003 INTERNATIONAL BUILDING CODE
2. DESIGN LOADS: UNLESS INDICATED OTHERWISE
-value --descrip- ------- - -value -descrip--•---
25 PSF ROOF LIVE LOAD
15 PSF TYPICAL ROOF DEAD LOAD
1500 PSF SOIL BEARING CAPACITY
(C) C0NCRETF.
I. CONCRETE PROPORTIONS:
MIN. CONC. SACKS OF CE,AENT GALS. OF WATER PER MAX.
STRENGTH PER C.Y. OF CONC. SACK OF CEMENT SLUMP
-fc -sacks------ — -max gal -slump--- -location
2500 PSI 5 1/2 6 3/4 4" C.I.P.CONCRETE
2. MINIMUM STEEL REINFORCING STRENGTH:
-value -descri - -location -
40 KSI GR 40 DEFORMED REINF. BARS
3. CONCRETE COVER:
--cover --locations - - ------
1 1/2" WALLS EXPOSED TO EARTH OR WEATHER
3" FOOTINGS/FOUND.CAST AGAINST& PERMANENTLY EXPOSED TO EARTH
=====-_-.=----------- ��-___-____________=-=_=c------_-__-______-__--=-=o_=-_=s===:__
(SS) STRUCTURAL STEEL
. UNLESS OTHERWISE NOTED.ALL STRUCTURAL STEEL WILL BE ASTM A36.
2. ALLIVEM FWE-k IWELOILI�EE}?��2FBOERM6P BY WASO CERTIFIED WELDERS USING E70 ELECTRODES.
IN ADDITION. ALL STRUCTURAL STEEL WELDING WILL CONFORM WITH AWS 1.1-88
3. STEEL BOLTS WILL BE NASTM A307-3/4" DIAM. OR AS INDICATED ON PLANS.
4. PRIOR TO ApR7IRCAAjINGS 70 T 1E RE FOR REVIEW MISC.METAL SUPPLIER WILL
SUBMIT
S. ALL STRUCTURAL.TUBING WILL BE ASTM A500. GRADE B.Fv=46 KS1.
6. ON SITE WELDING EX�1PgOSES•f HENWOOD BUILDING TO SPECIAL FIRE DANGERS.
RESULT IN FARE UA!M TO THE BUILDING THAT
R ITS CONTENTS ARKS DO NOT
(L) DIMENSION LUMBER
BEE
1. MINIM�UM LUMBER GRADES.UNLESS INDICATED OTHERWISE ON DRAWINGS:
-locaton --gra e - -design values ----- ------ -- -
JOISTS DOUG.FIR#2 Fb=875Dsi Fv= 95osi
POSTS DOUG.FIR#1 Fb=1200nsi Fc=1000osi parallel
2. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER AND WITHOUT A SPECIFIED COATING:
SYSTEM WILL BE PRESSURE TREATED WITH PRESERVATIVE.
-mk— -stnd---- -use -location —
LP-2 AWPB DECAY PREVENTION ON CONC OR< 18" FROM EARTH
-------------------------- _____________________--__-_-_----________=-=--n---==
(F&C) FASTENERS & CONNECTIONS
I. ALL FASTENER AND CONNECTION SYSTEMS EXPOSED TO WEATHER OR WOOD TREATED WITH
PRESERVATIVE WILL BE GALVANIZED.
2. TY,,,,LLPICAOoL NAIL SIZE ASSND SPACING WILL CONFORM TO IBC FASTENING SCHEDULE 2304.9.11 NT ILL
S. COORDOALL�MEMBER CONNECTIONS WIITHOENGINESUPPORTS
R PRIOR TO PLASING ORDER FOR MEMBER CONN.
7. EXPANSION STUD ANCHORS WILL BE WEDGE TYPE AS MANUF BY KWIK-BOLT OR PHILLIPS REDHEAD.
-mk -embed -spacing— -edge -remarks
1/2"DIAM ESA 6" 6"min 3"min SEE PLANS FOR SIZE&LOC.
----------------------------------------------------_________________________________________________
(INSP) INSPECTIONS
1�. SPECIAL INSPECTIONS PROVIDED BY THE OWNER OR HIS AGENT
PFR UUBCC SECTION 1701.3 & 1701.5
S1jRl1C7URAL STEEL FIELD WELDING
REINF.CONCRETE CONSTRUCTION
2. ALL INSPECTORS WILL BE WABO CERTIFIED SPECIAL INSPECTORS.
(MISC) MISCELLANEOUS
1. CONTRACTOR WILL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY A/E
REGARDING DISCREPANCIES PRi'- -'TO BEGINNING CONSTRUCTION.
2. CONTRACTOR ACCEPTS SOLE R, ONSIBILITY FOR JOBSITE SAFETY.
CONTRACTOR WILL PROVIDE ADEuUATE BRACING. SHORING. AND PROTE(,PION OF LIFE
��S;;AFETY OF EMPLOYEES fANDqq/ALL OTHERS WHO VENTURE ON THE JOBSITE.
3. INO HERCCNTLR�A(ILL NOTIFY
A/E I TACTUAL FIELD CONDITIONS ARE NOT AS ASSUMED
4. CONTRACTOR WILL NOTIFY THE OWNER AND A/E OF ANY CONTEMPLATED FIELD
CHANGES PRIOR TO CONSTRUCTION OF MODIFICATIONS.
S. CONTRACTOR WILL OBTAIN INSPECTIONS FROM AN INDEPENDENT TESTING LAB PER
UBC SECTION 306 AND REQUIREMENTS OF LOCAL_MUNICIPALITY.
6. CONTRACTOR WILL NOTIFY THE OWNER. A/E. AND THE LOCAL BUILDING OFFICIAL_AT
CRITICAL CONSTRUCTION MILESTONES ESTABLISHED BY THE LOCAL MUNICIPALITY IN
ORDER TO OBTAIN NECESSARY APPROVALS PRIOR TO COMMENCEMENT OF WORK.
7. CONTRACTOR WILL SUBMIT PLANS TO OWNER AND A/E SHOWING LOAD. LOCATION.AND
ANCHORAGE OF ALL MECHANICAL. ELECTRICAL. PLUMBING.AND SPRINKLER LOADS IN
EXCESS OF 100 POUNDS FOR REVIEW.
8. SPECIALTY SUBCONTRACTORS MUST SUBMIT TO A/E AND BUILD OFFICIALS. FF'LLL
DESIGN AND SHOP DRAWINGS FOR REVIEW AND APPROVALS PRIOR TO FABF &TION
AND AS DIRECTED BY THE BUILD OFFICIAL. REVIEW OF STRUCTURAL SUBMITTALS
WILL NOT EXCEED 5 WORKING DAYS.
. IN ORDER TO AVOID DIMENSIONING CONFLICTS. OVERALL DIMENSIONS ON ARCHITECTURAL DRAWINGS
ARE NOT REPEATIJ-D ON STRUCTURAL PLANS. REFER TO ARCHITECTURAL DRAWINGS AND FIELD
DIMENSIONS FOR BUILDING GEOMETRY NOT INDICATED ON STRUCTURAL DRAWINGS.
2. 1 HFSE DRAWINGS ARE PREPARED BY WASHINGTON STATE LICENSED PROFESSIONALS AND ARE INTI=NDE
FOR USE BY EXPERIENCED CONSTRUCTION CONTRACTORS WHO ARE FAMILIAR WITH THE INTERPRETATIC
OF STRUCTURAL DIAGTAMATIC CONSTRUCTION DOCUMENTS, CALL ARCHITECT OR ENGINEER PRIOR-,,,O
ORDERING CONSTRUCTION MATERIALS IF ANY CLARIFICATIONS ARE NEEDED.
G��Y °� OMMERCI p-r►oN
PpL►c 360j
silt A03 344?
11
y PERMIT A Coln
60� 40 3A 'F
,f,<, �0 rnent of C one g EIGHTS ($) SETS
IN Depart g8223 ' Ph ONSTR�CTR�E 3)SETS OF ENERGY
City of Arlington • 238 N Olympic Ave. •Arlington,WA OF ' Np TH
SETS
THIS APPLICATION MUST BE ACCOMPANIED 13Y EI GNL(CALCULATiONs A
OF SPECIFICATIONS, EIGHT(8) SETS OF STRUCTURA � t X,mprovement
Lo�
CODE APPLICATIONS (IF APPLICABLE). rd�d�t�on Terra t�T01 A�w? 2-
mercta► tcv
Type of Permit: 4ICommercial Remodel ( ) COm Pa��ei iD#'
C
Project Address: I a `�q D,Z ' L u ancy Group
OccFloor:-
Project Description:
rd r'
Project Valuation: Construction Type: 3 rfloo
Sc � Cr_;(_, ^d Floor- l..
Building Area(Sq Ft): 1 Floor: 2
Buitdings'' a Number: rode-
Number Number of Units(Multi-family) N umber of ` ` phon Zip
Owner: C-rT OF VJ,_ NGT" SAS �S� ILL
one
N ber: b
Address: C sty' Email: �"� VIP Cod. R
�' 1l A
Contact Person: W 1U_ 1� STL�?F1VSc1J _p State'.
Cell Phone: `3(cA 5 l(7 .5!I Fax: cJ�'`�`�J _ ber `Li'a''�. Q �O
Address: I5 IU(, �-a.� l0R. N �J- City= - PhoneNum
� Zrp Code
Contractor: l�AVl oeQ, C EauiC _ T-1 M
Lam, P State'.
1 j q �-I� ��. Expiration'•
Address: of •� C sty- one Number:
Contractor's License Number:``�Ci-� UftV I S�S t�' Ph Zrp Code.
State: �
Plumbing Contractor: M
IR Expiration:
Address: C itY Ph one Number'.
Contractor's License Number: ZIP Code:
State:�
Mechanical Contractor: N Fl
Expiration:
Address: G ity= and the occupant, and the
Contractor's License Number: struction one of Washington.
n d tr as regulation of the State
I herepy certify that the above information is corm,I r1\�J1
descr' ed property will be in accordance with the laws Date RAC
Applicants Signature
l u-I-1 A rn IN. S 1 E.V E.N` F ONLY
Print Applicants Name FOR STAFF US R a
Receipt# �
Received
4
Pemmit# Accepted By
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JOHN K. THOMPSON
Structural Welder EXP'ra&:01JUL06-%'W01700
W01194 Pamv;FCA W Mxk":Semi-azoomatic PO Box 282
r-..Plate rid-.All UP MARYSVILLE WA 08270
r4mi.wi Steel FILWr .Typr f,'71'f-X
I Thlk.r R..Gm 1/9" over J.Ip Groove A Fillet
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