HomeMy WebLinkAbout1504 Bldg 800 Fairchild Airport Rd - BuildingApplication Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER
Tenant nbr name
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
Owner
PORT OF PORT ANGELES
PO BOX 1350
PORT ANGELES
(360) 452 6233
Structure Information
Construction Type
Occupancy Type
Permit BUILDING PERMIT COMMERCIAL
Additional desc CHANGE HANGER CROSS BRACING
Permit pin number 116616
Permit Fee 65 25
Issue Date 11/30/07 Valuation
Expiration Date 5/28/08
Qty Unit Charge Per
5 00 3 0500 HND
Other Fees
Fee summary Charged
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
WA 983620251
65 25
42 41
4 50
112 16
T Forms /Building Division/Building Permit (10 /01 /07).wpd
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET PORT ANGELES, WA 98362
07 00001401 Date 11/30/07
219326
1504 BLDG 800 FAIRCHILD AIRPORT RD
06 30 06 0 0 0000 0000
ROGER HINES
-1243f4? 1 Inc- u S+ri eki Re.mn del
INDUSTRIAL HEAVY
1000
Contractor
J J CONST OF PT ANGELES
233 ALICE RD
PORT ANGELES
(360) 457 1809
000 000 CHANGE CROSS BRACING IN HANGER
TYPE V NON RATED
AIRCRAFT HANGARS
Plan Check Fee
BASE FEE
BL -501 2K (3 05 PER C)
STATE SURCHARGE
Paid Credited Due
65 25
42 41
4 50
112 16
00
00
00
00
00
00
00
00
INC
WA 98363
4 50
42 41
1000
Extension
50 00
15 25
n1.30/ 0-7
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 and state or local law regulating construction or the performance of
construction
/4"32).- o; Sc0 sr✓L-Aac tr-
Date Print Name Signatur of Contractor or Authorized Agent Signature of Owner (if owner is builder)
PLEASE PROVIDE A
CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS
CALL 417 -4807 FOR PUBLIC WORKS UTILITIES
MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE
FOUNDATION•
FOOTINGS
SHEAR WALLS WALLS
FOUNDATION DRAINAGE DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR SLAB
ROUGH -IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS ROOF CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T -BAR
INSULATION
SLAB
WALL FLOOR CEILING
MECHANICAL
HEAT PUMP /FURNACE /DUCTS
GAS LINE
WOOD STOVE PELLET CHIMNEY
COMMERCIAL HOOD DUCTS
MANUFACTURED HOMES
FOOTING SLAB
BLOCKING HOLD DOWNS
SKIRTING
PLANNING DEPT SEPARATE PERMIT /0's
PARKING /LIGHTING
LANDSCAPING
RESIDENTIAL
ELECTRICAL LIGHT DEPT 417 -4735
CONSTRUCTION R.W PW/
ENGINEERING
I FIRE
I PLANNING DEPT
I BUILDING
417 -4807
417 -4653 I
417 -4750 I
417 -4815 I
T Forms /Building Division/Building Permit (10 /0I /07).wpd
BUILDING PERMIT INSPECTION RECORD
ACCEPTED
YES I NO
SEPA.
ESA.
SHORELINE.
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
DATE YES NO COMMERCIAL
COMMENTS
FINAL DATE ACCEPTED BY.
I FINAL DATE ACCEPTED BY.
ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W
PW ENGINEERING
FIRE DEPT
PLANNING DEPT
BUILDING
DATE
I YES I NO
ACCEPTED
c
0
Ii
Project Tape Brief Description.
Check all that apply
New Construction
Addition
N Remodel
Repair
Re -roof
Demolition
Sign
Heat System
Other
Total footprint of structures
P.rl� IT
BUILDING PERMIT APPLICATION Print in ink
CITY OF PORT ANGELES
Attn. Building Permit Technician
321 E. Fifth St. Port Angeles, WA 98362
(360) 417 -4815 fax (360) 417 -4711
Applicant or Agent f/ a eL 4 .er1
Owner fiirz of Art i e
Owner's Address Re ec, z I3�a
Contractor /Engineer U v
Contractor /Engineer's Address /yob
License
PROJECT ADDRESS 5 fA, l;, /go ,4, r/1aoD
Parcel Number (56,3o 0600 n sir) r)
Residential
IeQ.e C
AD. 1 2-44
ky For City Use Only
Date Received 11- 21- of
�r Permit
QOM Date Aooroved
Vf PhoriV zo ?e
Phone ys-2 X 73 3
5� T c94475? Phone 4s A0 9
2 .33 /x'/,, 414
Expires
Lot Zoning
W Commercial Multi- family Industrial
CI1,QR f e. Cr4 S G rate ir 7 ,4 t 7 t n q Aar
wall- mounted projecting freestanding awning other
Total sign area so ft. Maximum allowed sign area sn ft.
Heat pump wood-burning stove gas fireplace pellet stove othe,
Floor Areas Existing (sq. ft.) Proposed (sq. ft.)
Basement
1 Floor
2nd Floor
3 Floor
Garage
Carport
Covered Porch
Deck
Shed
Other
Max. height of proposed structures ft. Occupancy group
Will a lawn sprinkler system be installed? Occupant load
Will a fire sprinkler system be installed? Construction type
per sq. ft.
TOTAL VALUATION ODO D
sq. ft. T Lot size sq. ft. Lot coverage
of bedrooms
of full baths
of half baths
I have read and completed this 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 working on
projects.
Date 94/Ot', 23.2 Print Name G /Jet cr ce( Signature --e-v«
Web Version 10 -01 -07
Li.. :4 ELI
rY, 1
B
--l''
D --7,
0
rt
FILE
CITY OF PORT ANGELES Construction Plans
The Issuance of this permit based upon these plans, specifi-
cations and other data shall not prevent the building official
from thereafter requiring the correction of errors i said
plans, specifications and other data, or from p, enting
building operations being carried on thereund: when in
violation of all codes and ordiiances of thi Jurisdiction.
2ael.
Approval Date
r
G, /7' G(,
,149�°r l ✓t C1
s/} 2- -6 Z-3 3
2 3 3 lrc
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how- -41 tits e- kceo/
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3868 OOOR L- SlI01NG ODOR ITYPJ
t
3088 DOOR --t I— SLIDING DOOR aTYP)
x
W
4
3
1,_12_
RAKE TRIM
m _CORlER TRIM
x
LWAU. SHEETS
GRID 9 ENOWALL ELEVATION
3
GRID 0 SIDEWALL ELEVATION
GRID A SIDEWALL ELEVATION
12
,—EAVE TRIM
RAKE TRIM
LMACC::"SHEETS
GRID. 1 JENDWALL .ELEVATION
—CCRhER TRIM
SCALE.
OATS 85/29/97
Roger Hines
11 Unit
yr
.r
EXPIRE3n r 7
MAY 312002
R 8 M STEEL COMPANY
PA. Box Ca1d.sU. I 83086
208 454-1808 Fox 208 454 -1901
JC.tl Port I YISIOM
Angeles, WA.
to
)Olt•i wi r -N! 0.09.t r.
19'3 I 29&
7 PCS
7 PCS 1 PCS 1
START START 1 START START 1 START FERE HERE
WERE L FERE h
N T 1 F
1'1 1
y�t1 wD w m lj 7 V .r� w m m .n U U m I
Ff
(5 Ran
ri 14
(5 RE0'01
(2 REODI
TYPICAL B
TYPICAL C
TYPICAL D
te
TYPICAL E
d
TYPICAL A
29ga PARTITION SHEETING
(11 REODI
1r 9 1r
C-8 (2)
x- 6RAcnc
19
29 0-
6 6 6
29ga PARTITION SHEETING 29ga PARTITION SHEETING 29ga PARTITION SHEETING 29ga PARTITION SHEETING
29' 0-
BA.
1215 0 71 1 r r
C-5 a)
PARTITION DETAIL
9 0-
2
0
0
246' 9-
41' 0-
4
ROSSER I�
SEAT. -1
gr I
nc� J.
6
C
29 0-
FLOOR PLAN
0;
.T FI9..0 FIT t 130_7 S
ALL PARTITION GIRT
F 14
r
1r 9 1 r
0
N
G-6
1
RUBBER
SEAL
0
0
6 RUBBER
II
19 29• 0- 28'0- I 19'3 I
�,9 6 10 11 1.5 12
11:10 PARTITION IRK
21 PARTITION SHEETS MUST 8E OJT NEATLL
31 00 NOT ALLOW RACCEO EOCES
CN PARTITION SWEETS
4) PARTITICN GIRTS COTTEO LDE.
5) PARTITION PAIELS SCLIO LI)E.
6) INSTALL C-5. 6-6 AI C-3 0 INSTALL SWEETS B. C i Q
Now C-1 CAN OE n6TALLE0 i A SWEETS APPLIED:
Roger Hines
11 Unit
n
29' 0-
21775
4P h'GIS VA6C)
'ZONAL °G
.r
ccu,i l/ r -19
ciosuRe 1'L
20'0- I 193 I
I: EXPIRES DE G 1.0
MAY 312002
R M STEEL COMPANY
Caldwell. Idaho 8.'3686
208-151-1808 Fax 208- 151 -1891
SCALE -W LOCATION REVISION
DATE, 85/29/82 Port Angeles, WA.
14
EC7
ti
y e tl.Tove. y-brac�e.-
4
10
4
G-5
Ji c-s
29 0
T
1•
20 6'
E-2
NI, 0-22
V
a
..1a BA
19 3 I 20 W
a
29 W
I9 21r 6'
I E -1 I E-7
C-H 0-22
4rr
GENERAL NOTES
DESIGN NOTES
L GIRTS 811252 w LAP t C.A. AS SHOWN.
Z 5/8' EILS CABLE WITH 1 VT EYEBOLT.
3 1/7 E}US CABLE WITH 7/W EYEBOLT.
1. 3/8' ELMS CABLE WITH 3/4• ETEBOI..T.
S 5/1C ELLS CABLE WITH 5/W ETEBCL.T.
6. GIRTS. JAMBS MO HEADER BOLTS V7sr A325.
FIELD NOTES
L FIELO CUT X -GRACE TFRU G1RTS IALS REOCA
2. FIELO CUT X-ERACE TO LENGTH (ALS RECtZ
29 W
E -2
C-22
4r r
29 W
BA
2t r
26' r
E -2
G-22
0
sa
Y J
71 N
1 20 W
4.5
29 lr
8 -2
G-22
29 W I_
ir r
4 r r
29 W
4
G-6 ry
C-6 r�l
BA
20' W
2W fr
E -2
•0-22
E -2
G-22
u
P
E =2
G-22
217 er
E -2
G-22
ir 9
GRID 0 ELEVATION
E -2
9-9 G-72
ir e- I_
GRID A ELEVATION
ULSTALL SICEWALL. FLAACE BRACE
AS PER RIGID FRAtE CROSS SECTION
SEE PACE 5
F
W
E -2
G-22
4r r
f` 1
BA
_I_ 20W _I_ 29 W l 29 C
GRID B ELEVATION w \PARTITIONS
28' er
E-2
4r r
/4C0
4
eA
20 W W -j- 20 W I 20 W
GRID C ELEVATION w \PARTITIONS (INSIDE VIEW)
G-6
BA
20 B
29 C
E -2
G-77
t 0
f nF WAS
21775
/STE
/VA I_ f
Mir
C r
29
E-2
0-22
u
BA
296'
20 W
29 6'
E -2
G-22
EXPIRES' L'
MAY 31 200'
ctNdtl:11UN YLA l LS
A
�)U MA
1 CA4
z I Caas
rV r I
4r 9
29 0'
T v G-8 tt
SCALE
OATS 65/29/82
BA
296'
29
Roger Hines
I1 Unit
n.
f1Eht3b11 FAHLL
E -1
E -2
G -5
G -6
G-11
C -22
C2
C 3 4x225216 13•-■'
3 /8E 23'-P'
0-22
A
292 Q' 19
E-2
4"J
0-6
BA
29C I_ 10'3
a
29 C
20 Er
E -2
G-22
4r 9
1 �M�`wYH
80x$E i1 le 1'
80x5E 14 20' 5 1/2'
4x225Z 16 9' 1 3/8'
4x2.25Z 15 20'-0 1/1'
18x25214 9' 10'
18x25Z 14 19' 10'
4x225Z 16 17 -8'
29 6'
c
C 0-5
G-21
0-5
ECI
R 8. M STEEL COMPANY
Caldwell P d w 83806
200 -454 -1808 Fes 280- 454 -1801
I..LB LU:A' We REVtsta
Port Angeles, WA.
0/x/3
Full Bldg Width (2) #4
(4) #4
20 Ft each (2) #4
20 Ft each (2) #4
Full Bldg Width (2) #4
Full Bldg Width (2) #4
(4) #4
(2) #4
(2) #4
20 Ft each
20 Ft each
Full Bldg Width (2) #4
1' -4"
1'
Anchor bolts
11
1
2
Section
Section
L1J
At Bldg Frame
1' -4"
Anchor bolts
At Bldg Frame
2
(7) #4 within 5' of' Frame
(3) Elsewhere
#4 Stirrups 6° o c 3' of AB
#4 Stirrups 18" o c elsewhere
Notes
1 All rebar #4 Grade 40
2 Ground clearance 3 inches
3 Clearance to forms 2 inches
4 Anchor bolts to be 3/4" A307 Steel
with nut and washer below bottom
steel in footing Location as per
R &M plans zoom
Revisions:
Anchor Bolts 9 -02
CO
L°
o co
am
-P
0 ¢3
Q
S In
In u W
O C1) _L
.L d O:
d L
Q
L E
N d-P
3 m= L
3 Q_
o, c
U
Scale:
1/2' =1'
Job:
01001DT1a
Date.
June,2002
Sheet
2a
EXPIRES 3/17/20041 of 2
4/7
Notes.
I--
III
I'I
II
N
10' -3'
10' -3' 10' -3'
i I
u
16 Deep Footing
-I-
IT
1 All exterior footings are 18 inches deep.
All interior footings are 12 inches deep unless otherwise noted.
2 Concrete to be 2500 PSI 5/. air entrainment, 6 inch or less slump,
and 6 sack mix
3. Anchor Bolts as per R M Steel
Foundation Ptan
10' -3' 10' -3'
I
16 Deep Footing
10' -3' 10' -3'
E
EXPIRES 3/17/2004
7 Revisions:
Center Fnd. 9 -02
OD
M
CU p
I (Y)
L CU co
Q u4
D rn
v
CD o
�O Q
Cu v3
D~' U1
S
L -P N
W I\ a
3
L o
o
Cr)
L
O pp
Q0\
L
d 3
S to
to U N
O cu L
c 3 a
d tl L
7 Q
L E
41 d
(7)= L
L,_ Ce
r
d
a,
F— U
Scale-
1/8'=1'
Job:
01001FP1
Da
Jun e2002
Sheet
a2