1980, 01-03 Permit: 79-5052 Correction NoticesPERMIT NO.
SPOKANE COUNTY
BUILDING CODES DEPARTMENT
CORRECTION NOTICE
This work does not conform to the requirefnents o . the Building, Plumbing and
Mechanical Codes in the following:
C `5111,k04 STL CUT(
)
J �� 0
;'/'5 -e
t4
DATE. 1' 3
For further information call Inspector
ARK.
4:00 PM weekdays.
at 456 -3675 between the hours of 3:00 PM and
1
ADDRESS
PERMIT NO.
SPOKANE COUNTY
BUILDING CODES DEPARTMENT
CORRECTION NOTICE
This work does not conform to the requirements of the Building, Plumbing and
Mechanical Codes in the following:
ca /11 trE rj- av��6�f3G (o
�grillarink:re-SZIL61"Se �� -� 5
gec. To(LT („
b ut.F kok,1
?lock )v 1,1/1 ( , s
_; it M o'C' .�s•,I_ 7Li
DATE 4 • !(-1,
�1
.V,7' <
For further information call Inspector l It \ 1-, �1 ' �'
at 456 -3675 between the hours of 3:00 PM and
4:00 PM weekdays.
ADDRESS
PERMIT NO. I`
SPOKANE COUNTY ,
BUILDING CODES DEPARTMENT
CORRECTION NOTICE
This work does not conform to the requirements of the Building, Plumbing and
Mechanical Codes in the following:
A7ei,
�( e Alec .re
C.a 22LG�` tf : rt.PCtt-
DATE: 2
For further information call Inspector
4:00 PM weekdays.
at 456 -3675 between the hours of 3:00 PM and
ADDRESS
PERMIT NO.
SPOKANE COUNTY
BUILDING CODES DEPARTMENT
CORRECTION NOTICE
This work does not conform to the requirements of the Building, Plumbing and
Mechanical Codes in the following:
-77
,' X
',-
DATE:
For further information call Inspector
4:00 PM weekdays.
at 456-3675 between the hours of 3:00 PM and
BST
NOTE: See Standard Drawing for lumber,
plates, and other data not shown here.
PLATE TYPE: ALPINE
•
PARTIAL FRAMING PLAN
CARRIER TRUSS
CUT
TRUSS
Y u ff I C Ioz N a o rToa)
VARIES
1 AS
REQ.
•
CARRIER TRUSS
•
` •
*
•
Yet
}1-
2xfi .`2 Fir Larch Header Fasten to Carrier
Truss for a 500# Capacity Connection.
**
**
12
- VARIES
VARIES (36'6" MAX.)
12'0" o.c.
4'0"
12'01/ O.C.
'7#2 F.L. Meader
Fasten to Carrier
Truss for a '250'•`
Capacity Connection.
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRanTnR
RECEIVED
SEP101979
BEST -Y;AV STRUCTURES INC
GENERAL NOTES: OR LUMBER ND ALPI E CON
HECTORS AS NOTED HEREIN ARE FOLLOWED, AND THE
TRUSSES ARE BUILT IN CONFORMANCE WITH TPI • '"QUALITY
THIS MANUAL", THERE BE
EXPRESS OR IMPLIED DESIGN STANDARDS
HEREIN CONFORM WITH APPLICABLE PROVISIONS OF NOS••
77 AND TPI• 78. DO NOT USE THIS DESIGN WITH FIR{ RE
TARDANT TREATED LUMBER CONNECTORS ARE TO BE LO
GATED AND APPLIED TO BOTH FACES OF THE TRUSS AT EACH
JOINT AS SSSHOWpN HEREIN BEARING WIDTHS ARE 4- NOMI.
NAL ARE MANUFACTURED FROM GAUGELGALVANIZED CONNECTORS
(UNLESS OTHERWISE 44 BADE AOTEDI. MEETING THE REQUIREMENTS
WARNING: TRnses REOU111E EX-
TREME CARE IN I4ANDUNG.
ERECTION. AND BRACING UNLESS OTHER-
WISE SHOWN. TOP CHORDS SHALL BE LATER-
ALLY BRACED WITH PROPERLY ATTACHED
PLYWOOD SHEATHING; BOTTOM CHORDS
BRACED WITH RIGID CEILING OA BRACING AT
A MAXIMUM OF 10 FEET O.C. SEE TPI. OWT-
78, -BRACING W000 TRUSSES: COMMEN-
TARY AND RECOMMENDATIONS.'• SEE ALSO
THIS DESIGN FOR ADDITIONAL SPECIAL
!BRACING REQUIREMENTS.
TPI = TRUSS PLATE INSTITUTE: NOS -- NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION.
DESIGN CRIT. UBC
TC LL 4n,3O psf
TC DL 7, 7 psf
BC DL 10,10 psf
REF
Date 9/5/79
Drwg.A208,879
Eng. RCB
Tot.Ld57,47 psf O/ALen. 3F'6'
Dur.Fac. 15 D[ PITCH: VARIES
Spacing SEE ABOVE Type FIREPLACE