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OWNER'S NAME ~' a. II I
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DIRECTIONS TO SITE
PHONE NUMBER
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~~~~~~~d/ ~D~~~~~ci~~~ECTIO~isa~~ro~~~ILE H~~~eSt; IP~~~~i~~~~ctor ~_~-=--
$'- 8' - 8/ If/ ~./OK +.0 r...-r- <;)vw!' _
~:.~,_ .Y.:iIiJ / UNDER-FLOOR INSPECTION \ l.,.,..,p' /
I~pproved J~ :orrecti~n Oisap~roved , I Dat~lnspector ~~~
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UNDER SLAB / PLUMBING GROUNDWORK INSPECTION
Approved Correction Disapproved Date Inspector
~ ~~ p/l#ll'~& ~_d_IPJ N'Jd-
ROUGH PLUMBING INSPECTION
Approved X- Correction Disapproved Date7-;1-,?/ Inspector ~,
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SITE 'ADDRESS
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PERMIT NUMIftR
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FRAMING INSPECTION
Approved ./ Correction D~~pp~ved
7-z- 8'( t'____- <:.~.... ' ~
INSULATION// VAPOR B RRIER INSPECTION
Approved v' fqA1.Correction Disapproved
7-~-7J'/ 4,1n, R't7'"./I f:- ;,/,_
LATH / GYPSUM)30ARD INSPECTION
Approved ~ Correction Disapproved
Date 7- 'Z -;?I Inspector ~ ,
FINAL PLUMBING INSPECTION
Approved Y Correction
Disapproved
Date!.~~:/ In>t~~ :;"d J
Date l_q_~Inspector ~_,
Date 7-//ZR/ Inspector /fJL
FINAL WASTE DISPOSAL SYSTEM INSPECTION
Approved Correction Disapproved Date Inspector
FINAL INSPECyiONullUILDING ,/ MOBILE HOME 0
Approved V Correction Dis~pproved Date7-:z..c/-SI Inspector, ~AL
7- / ~ - 81--1' - ;t7 '!.(,:. ,_/..-, .P 4 __ '~ # ;T j'J.,.,L __
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CERTIFICATE OF OCCUPANCY' TEMPORARY CERTIFICATE OF OCCUPA~CY v
Approved Correct i on Di sapproved Date I ns'pector
Form C74-197
LA~E COUNTY, OREGON'
" DEPT, OF ENVIRONMENTAL MANAGEMENT
.
CONSTRUCTION PERMITS
& INSPECTION DIV,
. (k;l(Q)[g][g]Ie~IrO(Q)1M 1M(Q)IrO~1e
JOB ADDRESS L/QX'2 9/1-"1~ pd!. DATE '7.....2-
TO: r2~ BLDG~n' 7~-=- :;'- 51 /
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1l'l1E-INSPECTION Il'lIECilUIIl'lIEO ~ JJ /J
~hlClrnl8l 161817-~(kj)165 FOII'I APPII'IOVAL INSPECTOR: /) ~././_ .A\
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-USt coDE J. D. ADAMS COMPANY -lUMBER-BAVER- ERINO COPYRIOHT 1901
1-20-1991
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5.00/12
lD02
---------------------------~---------------------------------------------------------------------------------------
FOR SPAN 34 '- b" OR LESS MINIMUM LUMBER TOP CHORO-.X 4 DOUO FIR-LAR 98
JT.A- 3.9X S. 4 ~T.Al-1.3X 1.9 ~T.B-3.2X 3.b .1T.C2-3.2X 3.6
PLATE SO IN- 162.7
BOTTOM CHORDa2X 4 coue FIR-LAR el
~'ALL WEBS-2X 4 DOUQ FIR-l.AR STD
WEB BRACES 1-0.2-0.
THE MINIMUM BEARINQ- 3.' INCHES
JOINT SPLICES ~OINT Al-4. sx 3.6 JOINT C2-4.'X S,4
JOINT D-3.2X 3.6 JOINT E-3.2X 3.6
-------------------------------------------------------------------------------------------------------------------
:OINT SPLICES .JOINT AI-4. ~X 3.6 .JOINT C2-4.:5X :5.4
.IOINT D-3.2)( 3.6 JOINT E-3. ilX 3.6
BOTTOM CHORD-2X 4 DOUG FIR-LAR II
ALL WEDS-ii!X 4 DOUG FIR-LAR STD
BRACES 1-0,2-0,
THE MINIMUM BEARINO_ 3.:5 INCHES
FOR SPAN 32'- 7" OR LESS MINIMUM LUMBER TOP CHDRD-ii!X 4 DOUG FIR-LAR II
.IT, A- 3. 9X ~. 4 ,JT. AI-I. 3X 1. B .JT. B-3. 2X 3.6 .JT. C2-3. 2X 3. b
PLATE SO IN- 162.7 WEB
FOR SPAN 30'- 7M OR LESS MINIMUM LUMBER TOP CHORD-ilX 4 DOUG FIR-LAR '1 BOTTOM CHORD-2X 4 DOUO FIR-LAR II
JT.A- 3.9X:5. 4 .JT.AI-l.3X l.e .JT. B-3.2X 3.6 JT.COl-3. 2X 3.6 ALL WEBS-2X 4 DOUG FIR-LAR STD
PLATE SO IN- 162.7 WEB BRACES 1-0,2-0,
JOINT SPLICES ,JOINT AI-4.:5X 3.6 .JOINT C2~4~':5X :5. 4~ '-..~ THE MINIMUM BEARING- 3.:5 INCHES
~~~~~-~:~~~~-~~~-------------~~:~~~~:~~~~_:~~--------~-~~----------------------------------------------------------
FOR SPAN 28'- 7" OR LESS MINIMUM LUMBER TOP'lCHORD-2X 4
JT.A- 3.2X 5.4 .JT.AI-l.3X I.B .JT. B-3. 2X 3.6 .JT.C2-2.6X 3.6
PLATE
DOUG FIR-LAR II
BOTTOM CHORD-2X 4 DOUO FIR-LAR II
ALL WEBS-2X 4 DOUO FIR-LAR STD
BRACES 1-0.2-0,
THE MINIMUM BEARING- 3.5 INCHES
JOINT SPLICES .JOINT AI-4. 5X 3.6 .JOINT COZ-4.5X 5.4
JOINT D-3.2X 3.6 JOINT E-3.2X 3.6
SO IN- I3~.0~\ WEB
'-
. .. ..- .' .
-------------------------------------------------------------------------------------------------------------------
FOR SPAN 26'- 7" OR'LESS MINIMUM" LUMBER I'TOP CHORD-2'X 4 Doue FIR-LAR~.I DOTTOM CHORD-2X 4 DOUO FIR-LAR II
..IT. A- 3. 2X ~. 4 .JT. AI-I. 3X 1. B .JT. B-3. 2X 3.6 .JT. C2-2. 6X 3.6 O'J[', ALL WEBS-2X,-4 DOUO FIR-LAR STD
PLATE SO IN- 139.0 WEB BRACES 1-0,2-0.
J THE MINIMUM BEARINC- 3. S INCHES
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~~~~; ~=;~g~S3.iOINT ~1-4. ~X ~O~NT.J~~~~2~2;~~?X :5.4 J ~,
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---------------------------------~---------------------------------------------------------------------------------
FOR SPAN 24'- 7}' OR LESS MINIMUM LUMBER' TOP 'CHORD-2X "4 Doue FIR-LAR II BOTTOM CHORD-2X 4 DOUO FlR-LAR II
.JT.A- 4.SX 3.b '.JT.'Ai-1.3X 1.8 JT.B-3.2X"'3:6'.JT.'C'2-2.bX 3.6 ALL WEBS-:iX 4 DOUg FIR-lAR STD
" PLATE SO IN- 134.6 WEB BRACES 1-0,2-0,
THE MINIMUM BEARINC- 3.:5 INCHES
JOINT SPLICES .JOINT AI-4. SX 3.6 .JOINT C:;Z-4.'X '.4
.JOINT D-3.2X 3.6 .JOINT E-3.2x 3.6.
._-----------------------~----------------~-~~----------------------------------------------------------------------
.JOINT SPLICES .JOINT AI-4. 5X 3.6 JOINT C2-4.:5X '.4
.JOINT 0-3.2X 3.6 JOINT E-3:2X 3.6
FOR SPAN 22'- 7" OR LESS. MINIMUM LUMBER TOP CHORD-:;ZX 4 DOUg ,FIR-LAR II
JT.A- 4. ~x 3.6 JT.Al-l.3X I.B JT. B-3.2X 3.6 JT.C:;Z-Ol.6X 3.6
PLATE SO IN- 13"; 6 WEB
BOTTOM CHORD-:;ZX 4 DOUG FIR-LAR II
ALL WEBS-2X 4 Doue FIR-LAR eTD
BRACES 1-0.2-0,'
THE MINIMUM BEARING- 3.' INCHES
FOR SPAN 20'- 7" OR LESS MINIMUM LUMBER' TOP CHORD-:;ZX 4 DOUG FIR-LAR .1
JT.A- 4. SX 3.6 .JT.Al-1.3X I,e JT. B-3. 2X 3.6 JT.COl-2.6X 3.0
PLATE SO IN- 134.0 WEB
BOTTOM CHORD-2X 4 DOUG FIR-LAR II
ALL WEBS-2X 4 DOUG FIR-LAR aTO
BRACES 1-0,2-0.
THE MINIMUM BEARING- 3. S INCHES
JOINT SPLICES .JOINT AI-4. 5X 3.b JOINT C:;Z-4.'X '.4
JOINT D-3.2X 3.6 .JOINT E-3.2X 3.6
._----------------------~-------------------------------------------------------------------------------------------
THE BEST RESULTS IN TRUSS FABRICATION ARE OBTAINED WITH A MECHANICAL JIG THAT ELIMINATES HARMFUL STRESSES CAUSED
DY HANDLING. LACKING SUCH A .JIO. OR EATER CARE MUST BE EXERCISED IN HANDLING THE TRUSS OR LARGER CONNECTOR PLATES
SHOULD BE SUBSTITUTED. J. D. ADAMS CO. BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS USINO TRUSSES
ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE IN REGARD TO ERECTION BRACING AND PERMANENT BRACINO. ALL .JOINTS MUST
DE ACCURATELY CUT AND FIT. DIMENSIONS MUST BE VERIFIED. ALL PLATES CENTERED UNLESS SHOWN OTHERWISE. PLATES ARE
MINIMUM BASED ON STRESSES. FABRICATOR MAY FIND FROM EXPERIENCE THAT SOME .JOINTS MIOHT REGUIRE LAROER PLATES FOR
HANDLINO. ALL CONTINUOUS BRACING ON WEBS AND CHORDS TO BE ANCHORED AT BOTH ENDS TO A SUITABLE SUPPORT.
(ALL BRACINg TO BE SUPPLIED BY OTHERS.) ALL WEBS 2X4 UNLESS OTHERWISE SPECIFIED.
" MULTISPIKE "(BY .J. D. ADAMS CO.) SHALL BE MADE OF 20 gAgE STEEL AND PRESSED INTO 80TH FACES OF JOINTS.
-------------------------------------------------------------------------------------------------------------------
NOTE: PLATES WITH "S" AFTER SIiE _ SPLICE PLATE, "H" AFTER SIZE - 16 g..
. TOTAL SQUARE INCHES DOES NOT INCLUDE PLATES REOUIRED TO SPLICE A TRUSS
MULTIPLY SPAN BY FACTORS BELOW FOR STRESSES
A-AI- 76.26(C) Al- B- 67. 19CC) A-C2-'70.40(1) C2-CI- 4B. 3ICf)' AI-C2- 14.63(C)
B-C2- 22. 93(f)
~..._'
ALL BRACINg- lX4 (USE B'O.C.BRACINQ ON
. ~ FOR A MINIMUM BEARING GREATER THAN 3
ADD ONE BEARING BLOCK
/_~--.--_--:::~~:::-::~~:-::-::::~::-:~::::~HIN,
B. C. IF B. C. IS NOT ADEOUATELV BRACED)
1/2" BUT NOT EXCEEDINQ 7"
TRUSS LOADINg
ROOF
LL- 25. 00 PSF
OL- 7.00 PSF
CEILINe:
LL- O. 00 PSF
DL- 10.00 PSF
X INCREASE FOR STL-15
SPACED AT 24"D.C.
PAgE 12A
----------------------j\1r~J\~-~r;-----------------------------
I "USS COMPANY
p, O. BOX 21082 687-9308
EUGENE, OR 97402
PLATE
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BRg. -3. S)X 6. 14
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COPYR IQHT 1991
1-20-1~Bl
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OPT. JT, . I
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PHL 16
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SPAN
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'.00/12
1002
---------------------------~---------------------------------------------------------------------------------------
FOR SP~N 34'- b- OR LESS MINIMUM LUMBER TOP CHORD-OilX 4 DOUO FIR-LAR SS
JT.A- 3,9X ~.4 JT.Al-l.3X 1.8 JT.o-a.2X 3.6 JT.C2-3.2X 3.6
PLATE SO IN- 102.7 WEB
BOTTOM CHORD-OilX 4 DOUg FIR-LAR II
ALL WEBS-OZX 4 DOUQ FIR-LAR STO
BRACES 1-0. 2-0.
THE HINJ~ BEARINe- 3.' INCHES
JOINT SPLICES JOINT AI-..'X 3.6 JOINT C2-4,'. 5.4
JOINT 0-3.2X 3.6 JOINT E-3.21 3.6
FOR SPAN 32'- 7. OR LESS MINIMUM LUMBER TOP CHORD-Oil X 4 DOUg FIR-LAR II
-'T.IlI- 3.9X 5.4 ..JT. Al-i. 3X 1. B .JT. 8-3. 2X 3.6 .JT. C2-3. 2X 3.6
PLATE SO IN- 16.2.7 WEB
:OINT SPLICES JOINT Al-4. ~X 3. b .JOINT C2-4.,X '.4
JOINT 0-3.2X 3.6 .JOINT E-3.2X 3.6
BOTTOM CHORD-2X 4 DOUg FIR-LAR II
ALL WEDS-2X 4 DOUO FIR-LAR GTe
BRACES 1-0.2-0.
THE MINIM~ BEARINQ- 3.' INCHES
FOR SPAN 30'- ,. OR LESS MINIMUM LUMBER TOP CHORD-2X 4 DOUO FIR-LAR II
JT.A- 3.9X ~.4 .JT.Al-l.3x 1.8 .JT. B-3. 2X 3.6 JT.C2-3.2X 3.6
PLATE SO IN- 162.' WEB
BOTTOM CHORD-2X 4 DOUO FIR-LAR II
ALL WEBS-2X 4 Doua FIR-LAR STD
BRACES 1-0.2-0.
THE MINIMUM BEARINQ- 3.5 INCHES
JOINT SPLICES JOINT Al-4.'X 3.6 .JOINT C2-4.'X '.4
JOINT D-3.2X 3.6 JOINT E-3.2X 3.6
FOR SPAN 29'- '" OR LESS MINIMUM LUMBER TOP C~ORD-2X 4 DOUO FIR-LAR II
JT.A- 3.2X 5.4 .JT.Al-1.3X 1.a .JT. B-3. 2X 3.6 JT.C2-2.6X 3.6
PLATE SO IN- 139.0 WEB
BOTTOM CHORD-2X 4 Doue FIR-LAR II
ALL WEBS-2X 4 DOug FIR-L~ GTn
BRACES 1-0.2-0.
THE MINIMUM BEARINC- 3.5 INC~ES
JOINT SPLICES JOINT AI-4. ~x 3.6 JOINT C2-4. ~x ~.4
JOINT D-3.2X 3.6 JOINT E-3.2X 3.6
FOR SPAN 26 '- 7" OR LESS MINIMUM LUMBER TOP CHORD-2X 4 Doue FIR-LAR II
JT.A- 3.2X'. 4 JT. Al-1.3X 1.8 .JT.B-3. 2X 3.6 JT.C2-2.6X 3.6
PLATE SO IN- 139.0 WEB
DOTTOH CHORD-2X 4 Doue FIR-LAR II
ALL WEBS-2X 4 Doue FIR-LAR aTC
BRACES 1-0.2-0.
THE MINIMUM BEARINQ- 3.' INCHES
JOINT SPLICES JOINT Al-4.'X 3.6 JOINT C2-4.'X '.4
JOINT 0-3.2X 3.6 JOINT E-3.2X 3.6
\)(
FOR SPAN 24'- 7" OR LESS MINIMUM LUMBER TOP C~ORD-2X 4 DOug FIR-LAR II
JT.A- 4.'X 3.6 JT.Al-l.3X 1.B JT. B-3.2X 3.6 JT.C2-2.6X 3.6
PLATE SO IN- 134.6 WEB
BOTTOM CHORD-2X 4 COUg FIR-LAR II
ALL WEBS-2X 4 DOUg FIR-LAR BTD
BRACES 1-0.2-0.
THE MINIMUH BEARINg- 3.' INCHES
JOINT SPLICES JOINT Al-4.'X 3.6 JOINT C2-4.,X '.4
JOINT D-3.2X 3.6 JOINT E-3.2X 3.6
FOR SPAN 22'- 7" OR LESS MINIMUM LUMBER TOP CHORD-2X 4 DOUO .FIR-LAR II
JT.A- 4.'X 3.6 JT. Al-1.3X 1.B .JT. B-3. 2X 3.6 JT.C2-2.6X 3.b
PLATE SO IN- 134.6 WEB
BOTTOM C~ORD-2X 4 DOUO FIR-LAR II
ALL WEBS-2X 4 Doue FIR-LAR STD
BRACES 1-0.2-0.'
THE MINIMUM BEARINQ- 3.' INCHES
JOINT SPLICES JOINT Al-4.'X 3.6 .JOINT C2-4.,X 5.4
JOINT D-3.2x 3.6 JOINT E-3.2X 3.6
JOINT SPLICES .JOINT Al-4.5X 3.6 JOINT C2-4.5X '.4
JOINT D-3.2X 3.6 JOINT E-3.2X 3.6
BOTTOM CHORD-2X 4 DOUQ FIR-LAR II
ALL WEBS-2X 4 DOUg FIR-LAR 6TO
BRACES 1-0.2-0.
THE MINIMUM BEARINO- 3.5 INCHES
FOR SPAN 20'- 7" OR LESS MINIMUM LUMBER TOP C~ORD-2X 4 Doue FIR-LAR II
JT.A- 4.5X 3.6 JT.Al-l.3X 1.e JT. B-3. 2X 3.b JT.C2-2.6X 3.6
PLATE 60 IN- 134.6 WEB
-------------------------------------------------------------------------------------------------------------------
THE BEST RESULTS IN TRUSS FABRICATION ARE OBTAINED WITH A MECHANICAL ,JIg T~AT ELIMINATES HARMFUL STRESSES CAUSED
BV HANDLINO. LAC~INQ SUCH A JIO. CREATER CARE MUST BE EXERCISED IN ~ANDLINO THE TRUSS OR LARgER CONNECTOR PLATES
SHOULD BE SUBSTITUTED. J. D. ADAMS CO. DEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS USINO TRUSSES
ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE IN REgARD TO ERECTION BRACING AND PERMANENT BRACINO. ALL JOINTS MUST
BE ACCURATELY CUT AND FIT. DIMENSIONS MUST BE VERIFIED. ALL PLATES CENTERED UNLESS SHOWN OTHERWISE. PLATES ARE
MINIMUM BASED ON STRESSES. FABRICATOR MAY FIND FROM EXPERIENCE THAT SOME .JOINTS MIgHT REGUIRE LARgER PLATES FOR
HANDLINg. ALL CONTINUOUS BRACINO ON WEBS AND CHORDS TO DE ANCHORED AT BOTH ENDS TO A SUITABLE SUPPORT.
(ALL BRACINg TO BE SUPPLIED BY OTHERS.) ALL WEBB 2X4 UNLESS OTHERWISE SPECIFIED.
" r1VLTISP1KE "(BY .J. D. ADAMS CO.) 5~ALL BE MDE OF 20 CAgE STEEL AND PRESSED INTO BOTH FACES OF JOINTS.
NOTE: PLATES WITH "S" AFTER SIZE _ SPLICE PLATE' "H" AFTER SIZE - 16 g.. PLATE
. TOTAL SQUARE INCHES DOES NOT INCLUDE PLATES REQUIRED TO SPLICE A TRUSS I TRUSS LOADINO
MUL TIPL Y SPAN BY FACTORS BELOW FOR STRESSES I ROOF
A-Al- 7b.2bCC) Al- B- b7.19CC) A-C:2- 70.40CT) C2-Cl- 4B.31(1) AI-C2- 14. b3CC) ILL- 25.00 PSF
B-C2- 22. 93CT) IDL- 7.00 PSF
I CEIL IHO
\ALL BRACINO- IX4 WSE B'D C.BRACINg ON B.C. IF B.C. IS NOT "DEQUATELY BRACED) ILL- 0.00 PSF
Cb FOR A MINIMUM BEARINg CREATER THAN 3 1/2" BUT NOT EXCEEDINg 7" I: DL- 10 00 PSF
ADD ONE BEARINC BLOCK X INCREASE FOR all-I'
REQUIRED NAILS ON BEARINg BLOCK-(HIN BRO.-3.')X 6.14 SPACED AT 24"0 C.
~/lJl?~----------------------------------------------------------------------~~~~-~~~~~-l.~~~~~-----l----
EUGENE, OR 97402.
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