HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY
BUILDING, SANITATION
and PLANNING DEPARTMENT
109 Sth. Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
Job Address (e to I C! 1\ 214 aQ.k ,
Nature of Work
Building Permit
�nMQ Ccs
Amount of Permits . 2_ 1 Date
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37.9,
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No. 7802
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
TELEPHONE: (970) 9454212 INSPECTION opma 5003
PARCEL/SCHEDULE NO. rg 1 -00 11:30 -Dag'
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
PERMIT NO. -TKO D --
JOB ADDRESS: [ o o i C1 r_ r LI kas2,03 l 4 n s6±2 Kik, 7 7
1
LOT NO. BLACK NO. SUBDIVISIONIE}CF.MPTION
2
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CONTRACTOR
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ARCIOTI(TENCINNt
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CLASS OF W SL )1iaw MAMMON QALTEA1 N :.®rove:
9
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D g7VIWAYPEt.Qf Vlr.rm 1181111AGEDOMOALOIEFTICI 1361111111AN
ALDATIONOPIW.C. 5DQ l ° AQ]p1 VALUATiONI 17 /W(10—)
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NOTI E
A SEPARATE ELECTRICAL PERMIT i8 REQUIRED AND MUST BE ISSUED BY THE STATE OF
COLORADO.
PLAN CHECK FEE:
3 i �7 .? 6
PERMIT FEE: / /
, z 1 'Z , z .�
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORITBD 1S NOT COMMENCED WIIIiN 110 DAYS, OR IF CONSTRUCTION OR
WORK 18 SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME
AFTER WORK IS COMMENCED.
—
/d
TOTAL FEE: ;7 DATE PERMIT ISSUED:
3 S D , Z (
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. AIL PROVISIONS OF LAWS
ODVE.RNINOT HIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE c. 1 0 OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO V10IAT E 1 ' / CRL THE PROVISIONS OF ANY OTHER STATE OR
OCC: CROUP: , j CONST: TYPE:
V -� V •--
Ai
LOCAL,.REGULA `fe CONSTRUCTION OR THE PERFORMANCE OF
ar,
/./
ZONING'
—SETBACKS: ,
y : Ofr r�'� ,'i�•,/
�
MANU. HOME:
ISDS NO..k FEE:
Bufl4 g Dept. . , . . • . ,,.•.
ACCT
PERM18BION 18 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS
DETAILED ON PLANS AND SPECIFICATIONS SUBM/1 TED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF TIM ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND LAID USE REGULATIONS ADOPTED BY
OARFIEID COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY
COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE nom
THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PIANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUDDING OFFICIAL FROM THEREAFTER REQUIRING TIM
CORRECTION OF ERRORS TN SAM PIANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN
VLOIATION OF MIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
TIE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OP ANY
RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. 7738 RESPONSIBILITY FOR THESE ITEMS AND IMPIEMENTAT ION
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT
OF THE OWNERS INTEREST.
0o3 1Y Wf EDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL)
+13-7.9c° — V ?
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. A complete bathroom; with wash bowl, tub or shower, toilet stool, hot and cold running
water, non-absorbent floors and walls finished and a privacy door;
5, All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1994 UBC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all
the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
* * * *CANNOT OCCUPY OR USE DWELLING. UNTIL, A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL QCCUPANCY.AND MAY BE GROUNDS FOR VACATION
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide' the above conditions for o j ai yy, use and the issuance of a
Cert. •• Occupancy forCl' e dwelling under building permit # '7 Z - .
4
Aritto'
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ate
7--24-1996 1 : 274M FROM BRAY_CO. REALTORS z4,/
P. 1
6.!0 06/ a
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WiMOMMMIONMINUNOMMONINIO
WQMOROMMEMPIIMPOMMISONII
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10/17/00
17:00 '12448310 BOISE CASCADE GJ
BOISE CASCADE - BC CALCN 2000a DESIGN REPOr2T - US
Member Diagram
Triple -1 314" x 16" V -L DF 2800
Job Name
Address
RES
City, State, Zip - RIFLE,
Code Reports - NER 442
o
Customer
Specifier
Designer
Company
Miso:
f� 0o1
Tuesday, October 17, 2000 16:41
File
Name:
- VALLEY
- BOISE CASCADE
- BOISE CASCADE
Untitled
t T-77-1- 1 T Standard Aad - 40 PSF 115 PSF Tributary 16-00-C ' _._ . M
fl
5120 Ibs LL
2093 lbs DL
a
Size It's LL
2093 Ibsr 01
Total Horizontal Length - 16-00-00
General Data
Version:
Member Type:
Number of Spans -
Left Cantilever
Right Cantilever -
Slope
Tributary
Repetitive
Construction Type
Live Load
Dead Load
Part Load
Duration
US Imperial
Roof Beam
1
No
No
0/12
16-00-00
n/a
n/a
40 PSF
15 PSF
0 PSF
115
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above Is based upon building
code -accepted design properties
and analysis methods. Installation
of Boise Cascade engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an installation Guide or if
you have any questions, please calf
(800)252-0788 before beginning
product Installation. For glulam
inquiries, please cell
(800)237-4013.
Page 1 of 1
Load Summary
tD Description Load Type Ref. Stat: End Live Dead Trlb. Our.
5 Standard UnfArea Load Left 0041-00 16-00-00 40 PSF 15 PSF 16-00.00 115
Controls Summary
Control Type Value % Allowable
Moment 268;1 ft -lbs 49.6%
End Shear 6011 lbs 32.7%
Total Deflection L/511 0/3711 46.4%
Live Deflection L/72I (0.2631 32.9%
Span/Depth 12,0
Durtrion
11596
11596
NOTES:
Design meets Code ninimum (1/240) Total load deflection i:riteria.
Design meets Code ninimum (1.i240) Live Toad deflection r, •iteria.
Stope = 0, consider drainage.
Minimum End bearing length is 1-1/2".
Loadcase
2
2
2
2
Span Location
1 - Internal
1 - Left
1
1
1
t\)
? °
P6c5
BCI® and Verse-LamO are registered trademarks of Baize Cascade Corp.
10/17/00
17:01 /2448316 BOISE CASCADE GJ
BOISE CASCADE - BC CAL.CTM 2000a DESIGN REPCIRT - US
Triple -1 314" x 9 1/2" V -L DF 2800
Job Name RES
Address Customer
Specifier
Designer
City, State, Zip - RIFLE, Company:
Code Reports - NER 442 Misc:
Member Diagram
2/
o
12
1 1'' 11it 11.1tii_11,111111.11i1
Standard Loyd -40 PSF l 15 PSF Tributary 01-00-07
4800 Ws LL
2472 bs OL
Total Horizontal Length -16-00-00
General Data
Version:
US Imperial
Member Type: - Roof Beam
Number of Spans - 1
Left Cantilever - No
Right Cantilever - No
Slope
Tributary
Repetitive
Constriction Type
Live Load
Dead Load
Part Load
Duration
0/12
01-00-00
nla
rite
40 PSF
15 PSF
O PSF
115
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of Boise Cascade engineered wood
products must be in accordance
with the current installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation. For glulam
inquiries, please can
(800)237-4013.
Page 1 of 1
Load Summary
ID Description
S Standard
1 WALL
2 ROOF
File
Name:
- VALLEY
a 00 2
Tuesday, October 17, 200016:43
- BOISE CASCADE
BOISE CASCADE
Untitled
GARAGE DOOR HEADER
960 lin LL
887 lbs DL
Load Type Ref.
Unf.Area Load Left
Unf.Lin. Load Left
Conc.Pt. Load Lefi
Controls Summary
Control Type Valeo
Moment 1430:1 ft -lbs
End Shear 7179 lbs
Total Deflection LJ251 (0.762")
Live Deflection U422 (0.4551
Span/Depth 20.2
% Allowable
65.8%
65.9%
95.3%
56.8%
Start End
00-00.00 18-00-00
00-00.00 16-00-00
02-0(1 40 02-00-00
Duration
1151%
11::1%
NOTES:
Design meets Code minimum (L/240) Total load deflection (arteria.
Design meets Code minimum (L1240) Live load deflection criteria.
Slope = 0, consider dr linage.
Minimum End bearing length is 1-112".
Live
40 PSF
0
5120 Ibis
Loadcase
2
2
2
2
BM) and Versa-Larr are registered trademarks of Boise Cascade Corp.
Dead Trib. Dur.
-00-00 115
100
115
Span Location
1 - Internal
1 • Left
1
1
1
77Q,J
10/13/00
17:09 722448316
BOISE CASCADE GJ
BOISE CASCADE - BC CALC T"" 2000a DESIGN REPOFif - US
Quadruple -1 314" x 18" V -L DF 2800
Job Name - GONZALES RES Customer
Specifier
Designer
City, State. Zip - RIFLE, CO Company:
Code Reports - NER 442 Misc:
Address -
Member Diagram
10
Standard Load • 40 PSF 115 PSF Triouta 10-00-00
7660 lbs LL
7600 bs LL S288 Ib 01.
3208 lbs DL Tonal Horizontal Length - 24-00-00 J4
Ia 001
Friday, October 13, 2000 16:52
File
Name:
- VALLEY
- ANTHONY
- BOISE CASCADE
- BOISE CASCADE
Untitled
ROOF BEAM
Genera! Data
Version:
Member Type:
Number of Spans
Left Cantilever
Right Cantilever
Slope
Tributary
Repetitive
Construction Type
Live Load
Dead Load
Part toad
Duration
US Imperial
- Roof Beam
-1
- No
No
0/12
18-00-00
n/e
Na
40 PSF
15 PSF
D PSF
115
Disclosure
The completeness and accuracy of
the input must be verified by anyone
wtio would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of Boise Cascade engineered wood
products must be in accordance
with the current Installation Guide
end the applicable building codes.
To obtain an Installation Guide or it
you have any questions. please call
(800)232-0788 before beginning
product installation. For glulam
inquiries, please call
(800)237-4013.
%)W
Page 1 of 1
Load Summary
ID Description Load Type Ref. Start End Live Dead Trib. Dur.
S Standard UnfArea Load Left 00-0C- 00 24-00-00 40 PSF 15 PSF 16-00-00 115
Controls Summar),
Control Type Value % Allowable
Moment 65691 ft -lbs 67.7%
End Shear 9580Ibs 34.8%
Total Deflection L1287 (1.001") 83.4%
Live Deflection LJ41C (0.702') 58.5%
Span/Depth 16.0
Derail on
111:
1 U'%
NOTES:
Design meets Code rr ininum (11240) Total load deflection : riteria.
Design meets Code minimum (L/240) Live Toad deflection criteria.
Slope . 0, consider drainage.
Minimum End bearing length Is 1-3/4".
!/
V(4, "
Loadcase
2
2
2
2
Span Location
1 - Internal
1 - beft
1
rt1
14 z 4,e 1.5
fI✓
;( It/ Orz
v1v�Apr
342, -/((tiotw
BCI® and Versa -Larne are registered trademarks of Brise Cascade Corp-
10/13/00
17:10
e2448310
Versa -Lam Roof L•
BOISE CASCADE GJ
U1002
2800Fb DF (1 15%) Snow Load
KEY TO TABLE: Top figure = Allowabic Total Lead (pill Middle figure = All awable Live Load (p6)
Bottom figures = Minimum Required Bearing Length at Er dAntermediate rauppoits (inched
0Toir
P
1914" Width -2000 Fb DF
livo-Ply 1 t/e' l r 3W Width - 2800 Fb OF
Three -Ply 1W or 5114" Width - 2800 Fb DF •
711.'
9rh"
11114*
14"
91la"
11110
l4"
16"
16"
20"
941'
11Th"
14"
16'
18"
20"
6
878
1.713
1224
2.3/3
1640
3.1(3.9
2066
3.9/4.9
2447
2.3/3
3279
3.1/3.9
4132
3.114.9
5049
4.8/6
6102
5:8/7.3
7324
7/8.7
3671
'2-313
4919
3.113.9
5198
3.8/4.9
7573
4.8/6
9153
5.8/7.31
10965
7./8.7
8
541
850
1127
1390
-
1718
-
2254
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2780
-
3323
-
3917
_
4571
2577
3381
-
4171
4984 '
5575
•
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1.5/3
2.2/3
2.9/3.6
3.5/4.1
2.2/3
2.9/3.6
31/4.4
4.2/5.3
5162
5.6/7.3
2.213
2.9/3.6
331414
4216:3
6/6:2
6.817.3
10
326
576
858
1047
1151
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2094
2474
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• .2574
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4970.
247
556
-
-
1111
•_
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1.813
1.8/3
2,7/3.4
3.3/4.2
1.8/3
2.7/3.4
3.: /4.2
4/4,9
4.81811
5.3/6.8
1,813
2.713:4
1,3/4.2
4/4:9
4615.8'.3.3/8:6
11
244
476
725
932
960
1460
1653
2194
2545
2919
1403
2178
. 2195
. .3200
3817 '
'4378'
188
418
835
12134
1.5/3
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3.3/4.1
1.7/3
2.6(3.2
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3,9/4.8
43/5.6
5.1/6.4
1.7/3
2.6/3.2
3.3'14.1
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187
398
609
831
797
1217
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2278
2804
11115 1
1828
2494 1
2955
3417
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143
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643
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1.5/8
1.5/3
2.3/3
3.2/4
1.5(3
2.3/3
3.2/4
3.8(4.7
4.4/5.5
5162
1.5;3
2,3(3
3.214
3.8/4.7
4.415.5
616.2
13
147
393
516
708
• 666
1035
1415
1 1787
2082
2350.
811?
1553
2123'
2661,
3092
'3525
112
253
494
-
506
988
-
-
7`:1li
1482
-
-
-
1.5(3
1.5(3
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2.0/3.7
'1.613
12.213
2.1/3.7
3.7/4.6
4.3/5.4
4.9/8.1
1.5/3
22/3
2.9/3.7
3.7/4.6
4.3/.5.4
4.9/6.1
14
117
268
445
609
532
891
1218
1570
. 1883
2141
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1337
1828
2355
2824
6212
90
203
396 '
•
405
' 791
-
-
-
879!0
1187
1.5/3
1.5/3
2/3
2.713.4
1.5/3
2/3
2 /3.4
3.514.4
4.2/5.3
4.8/5
1.5.3
2/3
2.7/3.4
3.5/4.4
4.215.3
4.816
16
04
215
388
530
431
775
1060
1366
1/06
1968
614.i
1183
1590
2048
2561
2940
73
165
322
527
329
643
1054
-
-
-
45.+,
965
1581
-
-
-
1.5/3
1.5/3
1.9/3
2.6/32
1.5/3
1.9/3
2.1,/3.2
3.3/4.1
4.1/5.1
4.7/6.9
1.5.'3
1.9/3
2.6/3.2
'3.3/4.1
4.1/5.1
4,7/5,9
16
77
60
177
136 '
340
265
465
434
363
271
680
530
!130
1168
1198
•
1409
-
1817
-
5:.'11
4(r,'
1020
795
' 1395
1303
1798
-
2248
-
2726
-
1.5/3
1.5/3
1.8/3
2.4/3
1.513
1.8/3
24/3
3.1/3.9
3.8/4:6
4.7/5.8
1.513
1.8/3
2.4/3
3.1/3.9
3.8/4:6
4.7/5.8
17
64
147
289
411
293
578
522
1080
1326
1620
4(1.1
888
1233
1590
1989
2429
50
113
22i
362
226
442
724
-
-
3;,:1
663
1066
-
-
1.5/3
1.5/3
1.6/3
2.313
1.5/3
1.58/3
23/3
2.913.6
3.614.5
4.4/5.5
1.5:3
1.613
2.3/3
2.9/3.6
3.8/4.6
4.4)5.5
18
63
42
123
95
243
186
366
305
246
191
486
372
'0'32
,110
944
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-
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-
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558
1098
915
1416
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2164
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1.5/3
2.1/3
1.6/3
1.6/3
21/3
2.7/3.4
3,4/4.3
4.2(5.2
1.6,3
1.5/3
2.1/3
2.7/3.4
3.4/42
4.215.2
18
45
36
154
81
206
168
328
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208
162
' 411
316
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119
646
714
1058
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1293 i
-
31'
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517
475
984
778
1269
1181
1587
1939
• .
1.8/3
1.5/3
1.5/3
2/3
1.5(3
45/3
11/3
2.8/3.2
3.2/4.1
414.9
1.5:3
1.5/3
2(3
247/32
32/4.1
4/4.9
20
38
31
88
69
178
136
290
•222.
177
139
i 351
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380
145
762
564
953
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2(111
627
407
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661
1143
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1418
1748
1.5(3
1.6/3
1.5/3
1.913.
1.5/3
'1.5/3
19/3
2.6/3.1
3.1/3.8
3.8/4.7
1.513
1.6/3
1.9/3
25/3.1
3.1'/3.8
3.8/4.7
28 •
65
131
216
131
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785
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104.
204
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710
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501
748
1065
1.5/3
1.5/3
1.6/3
1,6/3
1.5/3
1.5/3
1613
22/3
2.8 5
3.4/4.5
1.5.3
1.5/3 '
1.6/3
2.213
28/3.5
3.4/4,9
24
21
15
49
40
99
79
166
129 '
99
80
157
530
' m7
49 6
384
857
$Cf
804
.760
1.11
12'1
298
238
488
388 _
747
576
,6e3"
' 820
1205-
. 1125
1.5/3
1.5/3
1.5/3
1.5/3
1.5/3
1.5/3
15/3
2/3.
2.6/3.9
3.1/3.9
1.5,3
1.5/3
1.5/3
2/3
23/3.2
3.1/3.9
15
38
77
129
76
i 154
257
388
557
682
1'4
231
388
583
836 '
1023
14
32
62
101
63
: 124
202
302
430
590
91.
165
304
453
845
885
1.5/3
1.5/3
1.5/3
1.5/3
1.5/3
:1.5/3
1513
1.7/3
2.4/3
2.9/3.5
1.5 3
1.5/3
13/3
1.7./3
2.4/3
2.9)3.6
12
29
61
102
59
. 121
'203
308
443
586
9I'
182
905
462
654'
878
11
25
49
81
51
94
162
242
344
472
71
148
243
363
617
• 709
1.5/3
1.5/3
1.5/3
1.5/3
1.5/3
1.5/3
15/3
13/3
"2/3
2.713.4
1.5,'3
1.5/3
1.5/3
1.5/3
2/3
2;7/3.4
9
23
48
82
46
, 97
163-,
248
367
494
7(
145
245
372
536
'741
30
9
21
40
66
41
; 60
182 .
197
280
384
6
121
198
295
420
576
1.5/3
1.5/3
1.513
1.513
1.5/3
1.5/3
15/3
1.5/3
1.8/3
2.4/3
1.5.3
1.5/3
1.5/3
1.5/3
1.5/3
2.4/3
• T01& Load values are Smiled by ahem. moment o d.Yectah equal to 11180, Tolee Load
valves am the aspsolly l the beam In addifon to Its own weight.
• Live load values are Smiled by dellee5on equal to 11246. et** the lomat b ridding coda
for other deflection limits that may apply.
• Both the Total Load and LFw Load vatuas must be °rooked where * Live toad value is
not drown, Mo Tot. Load value *8 control.
• Table valves apply to either *Mate or muleple span beams. Span 1a rreasuted center to
center of supporta Malyta mdtlple span beams with the BC pato acftwere if the Iergth
of any span is less than had the length 111 an cele ant cyan.
• lable values assume IMO lateral support is provided a1 sect mignon and co mnuouely
stoma the compression edge of the beam.
• Table vetoes for Minimum F.equhed'Bearing Lengths em based an the allowable
compression design value,.e1pardiauler to grain for the beam and the 'Falai Load value
shown. Otter design cont, locations, such as a waaiur support metufal, may warrant
longer bearing lengths. Tar1e values assume that support Is provided acroa$ the 1.3
*lath of the beam.
• Double. triple or quadruple' he Total Load and Live Load values b site 2 -ply, 3 -ply
4 -ply beams. Double he 3 YZ' Width woos to arm 7 inch wide. single -ply beans.
Minimum Required Bearing Lengths remain ire same Ser any number of pries
• 13 inch members despair i in 14 inches ata In be used as multiple -ply beams only.
• 1 his table wee designed to apply to e broad range of eppsc.liona. It may be possible to
exceed the llrn1n5orrs of tint table by analyzing a specific appllcalbn wltt the BC Gale
sofwae.
10/13/00 17:12 '2448318
BOISE CASCADE GJ
0 003
'le Nail Spacing
Versa -Lam & Versa -Rim JProducts
Versa -Nm Verna -flim Plus DF Versa -tem
OW) (1i44'} 113V
Nail Size
0460x
8d Comment..
iOd 14: ti>OX.
i9d
1 od t' TS imeri
16d Sinker
T•
l e mon
•
8imgeon ivii
O.C. • Erid
sews* jpriww41
3
4
4 .
4...
.6
6:.
8..
3
3
4
4
4`
ma ew
pw5441 Iltc1r-411
3
.3
3
4
S
'11/2
2
2.
2.
3
3
4
bnahp
2
3
3
4
4
M F•educts
• If more than one row of nails Is used, the rows must be offset at least to2 inch.
IIIIIIIIIIIIIIIIIIIIR
•
2804 Fh I
' 1114
lat4
144
13.4
18/4
1814
134
1314
1414
5112 .
r14
91/4
9112
111/4
1174
14
16
18
2.7 .
3.3.
4.2
4.3
5.1
5.3
0.3
7.2
&I
1629`
2411
3076 '
3159
3741.'
3948
rd 55
5985
' 2245
3783
5994
6304••
' 8675207.6
9608 !
13112
18874
21078 1
24.3
55.5
115.4
: 15.0
244.2
4002
697.3
850.5
2618
25/e
5112
7114
3.7
4.9
2743
3616
3368
5675
36.4
83.4
2800 Fb OF
2e/e
91/4
6.2
4613
8991
173.1
26/5
91/2
6.4
4738
9455
187.8
2615
111/4
7.6
5811
13013
311.5
2610
1114
8.0
6923
14412
388.3
251a
14
9.4
8983
19889
600.3
2618
18
10.6
7980
25311
896.0
25/s
18
12.1
8978
31618
1275.8
31/2
51(2
4.9
3658
4490
48.5
31/2
7114
6.5
4821
7566
111.1
2800 Al of
3112
91(4
8.3
6151
11988
230.8
31/2
9112
6.5
6318
12607 250.1
31/2
11114
10.1
7481
17351 416.3
31h
1171e
10.7
7897
19216 488.4
31/2
14
12.6
9310
26225
800.3
31/2
16
14.4
10640
33748
1194.7
31/2
16
162
11970
42157
1701.0
31h
20
19.0
13300
51440
2333.3
51/4
5114
•
7.1
5237
6169
63.3
51(4
51/2
7.4
5486
6735
72.8
2800 Fb DF
41/4
71/4
9.8
7232
11350
186.7
51(4
9114
12.5
9227
17082
345,3
51/4
9/
12,8
9478
18911
376.1
51/4
11114
15.2
11222
26026
822.9
5114
1171a
18.0
11845
28824
732.5
51/4
14 .
18.9
13965
39337
1200.5
81/4
16
21.6
15960
50822
1792.0
51/4
18
24.3
17955
63236
2551.5
514
20
27.0
19950
77180
3500.0
2800 Fb OF
7
7
tills
14
git4Ri7
16794
18620
38432
52449
976.8
1600.7
•
7
16
21280
67487
2389.3
7
18
23940
84315
3402.0
7
20
26600
102881
4666.7
dre4e
,Bona
Modutua of 8ieaticit
8(><.1t. -Pall) .
Fb
"W
Hor1rorral Shear.
FP *)14*
Turaion Parallel b Grein,
0.6411prEMSICIIIParallel10 [train,
dl
(P30°' .
.. proration Parpendk1Mpr1D Oraln
FyfA51)r,1"
Nailing Parallel
to Glue Lines
(Narrow Face)
Nailing
Perpendicular
to Glue tines
(Wide Face)
b'e rt. t l 3R.
'Jr ti Stijl
(.rA fill H,
2600 Fb DF 12200 Pis OF 2400 4 s
2.0
1;8
2.0.
2800
2200.
2400
295
285
285
2100
1600
1950
3000
3000
3000
900
600
900
1. This value cannot Pe increased for load duration.
2. This value is based on a normal bad duration (100%) and
may be increased ior other load durations.
3. Multiply this value 3y (12/d)1/9, where d = member depth [in).
4. Stress applied perpendicular to the gluelines (beam
orientation).
5, Multiply this value by (4/L)"81 where L member length (ft).
Use L 4 for mem aers less than four feet long.
6. Stress applied parallel to the giuelines (beam orientation).
• These design prop erties are limited to dry conditions of use
where the maximum moisture content of the material will not
exceed 121/2%.
• Fastener values are as provided In the National Design
Spec ficaliaffor limn lumber with a specific gravity of 0.50.