HomeMy WebLinkAbout410 1/2 E 2nd St Technical - BuildingTECHNICAL
Permit
Address 1 -1I� Z 2---14?
Project description
Sal 8 S? f+ Pa
KLaiing f Or
Date the permit was finaled 11-1 0
Number of technical pages 2- 6
b■ of Posh FvzLrhe Buildit254
r
DESIGN OF POST FRAME BUILDING
STORAGE BUILDING
CAMMACK HOLDINGS LLC
410E SECOND ST
PORT ANGELES, WA 98362
JANUARY 2010
TP# 063000 650012
o.' 4u
by 4 SEASONS ENGINEERING, INC
619 SOUTH CHASE STREET
PORT ANGELES, WA 98362
CAMMACK HOLDINGS LLC
410 E. SECOND ST
PORT ANGELES, WA 98362
DESIGN CRITERIA
SITE ELEVATION LESS THAN <625 FT
SNOW LOAD 25 PSF
WIND SPEED 85 MPH
3 SEC GUST, V3S 100 MPH
EXPOSURE C
SEISMIC ZONE D1
SOIL BEARING 1500 PSF
DESIGN STRESSES
DOUGLAS -FIR #2 2X 4X
FB 900 PSI
F =1350 PSI
FT= 575 PSI
F =180 PSI
E 1.6 (10) PSI
HEM -FIR POSTS P T STR SEL
FB 1200 PSI
F c 975 PSI
F 140 PSI
E 1.3 (10) PSI
HEM -FIR POSTS #2 P T
FB 575 PSI
F 575 PSI
F 140 PSI
E =1 1 (10) PSI
REFERENCES
1 INTERNATIONAL BUILDING CODE 2006
2. INTERNATIONAL RESIDENTIAL CODE 2006
3. TIMBER CONSTRUCTION MANUAL 3RD ED by AITC
4 CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG -TIE
5. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005 EDITION
6. RISA -2D RAPID INTERACTIVE STRUCTURAL ANALYSIS 2- DIMENSIONAL VERSION 7.0,
2007
7 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7 -05
General Notes
1 Engineering for this structure conforms to the minimum standards of the International Building Code 2006, or better
2. Roof snow load 25 PSF
3. Maximum soil bearing capacity =1500 PSF
4 Seismic Zone D1
5. Wind, VFM 85 MPH, 3 second gust, V 100 MPH Exposure 'C'
6. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have, been
completed in accordance with the plans.
7 Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform
his work.
8. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction.
9. Written dimensions shall take precedence over scaled dimensions on the drawing.
10. Contractor shall verify all notes, dimensions and conditions prior to start of construction and be responsible for the same.
11 Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to
details shown, similar details of construction shall be used.
1 Wood Treatment
CCA -C and DOT Sodium Borate (SBX)
ACQ -C, ACQ -D, CBA -A, CA -B, Other Borate
(Non -DOT)
Steel Ammoniacal Copper Zinc Arsenate (ACZE)
and other pressure treated woods.
Wood Framing Notes
1 Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 2304.9.1 of the International
Building Code 2006.
2. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors
manufactured by the Simpson Strong -Tie Company San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided
they have ICBO approval for equal load capacities.
3. All wood framing details not shown otherwise shall be constructed within or better than the standards of the I.B.C. 2006.
4 All structural framing lumber to be Douglas Fir No. 2 Grade kiln dried, or Hem Fir No. 2. Do not Substitute Hem Fir for Douglas Fir if specified
on drawing.
5. All 2x framing lumber exposed to weather and /or moisture shall be Hem -Fir No.2, pressure treated in accordance with the American Wood
Preservers Association standard for above ground use. Treat all cuts with wood preservative.
6. All 4x and 6x structural lumber exposed to weather and /or in ground contact shall be Hem -Fir pressure treated in accordance with the
American Wood Preservers Association standard for ground contact use.
7 Framing connectors, nails, bolts, and other fasteners in contact with pressure treated wood shall have the following finishes:
Finish
Galvanized, 0.60 oz/ft2
Post Hot -Dip Galvanized, ZMAX galvanized,
1.85 oz/ft2 or SST300- Stainless Steel
SST300- Stainless Steel
General Concrete Notes
(The Following apply unless shown on the plans)
8. When using Stainless Steel or hot -dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless
Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot -Dip Galvanized metals will occur
9. Individual members of built -up posts and beams shall each be attached with 16d spikes at 12' o.c. staggered.
1 All materials and workmanship shall conform to the requirements of the drawings, specifications, and the International Building Code, 2006.
2. Concrete shall attain a 28 day strength of Fc= 2500 psi.
3. Reinforcing steel shall conform to ASTM A615 -76A, Grade 40, fy= 40,000 psi.
4 Footings shall bear on solid unyielding earth.
CAMMACK HOLDINGS LLC
410 E. Second, St.
PORT ANGELES WA 98362
2006 IBC WIND ANALYSIS ASCE 7 METHOD 2 2006 IBC SEISMIC ANALYSIS SIMPLIFIED BASE SHEAR
BUILDING DESCRIPTION ;,444 1 4 2 J Si 0.40,
FIRST FLOOR x',15 Ss 1:00
I
SECOND FLOOR 0 SITE CLASS
THIRD FLOOR 0 Fv
1 /2 ROOF HEIGHT 3.67 .16; Fa
AVERAGE HEIGHT OF BUILDING 18.67 Sm1
WIND EXPOSURE I C Sms
WIND SPEED I 100 MPH Sd1
ROOF PITCH 12 18.43 Kh= 0.885: Sds
Kd 0.85 I 0:8r Kz =10 :860 SEISMIC USE GROUP
Kzt= 6 1,0; G= 0.85 SEISMIC DESIGN CATEGORY
qz Cp G *Cp Horizontal pressure RESPONSE MODIFICATION FACTOR
Windward wall 16.28 0':8: 0.68 11.07 SEISMIC BASE SHEAR COEFFICIENT=
Leeward wall 16.75 Qi5 0.43 7 12
Windward roof 16.75 0 0.00 0.00
Leeward roof 16.75 0:-57 0.48 8.12
Windward Leeward Wall 16.75 1:3 1 11 18.51
Windward Leeward Roof 16.75 -0 :57 0.48 8.12
Windward wall
Leeward wall
Windward roof
Leeward roof
Windward Leeward Wall
Windward Leeward Roof
Snowload
Deadload
Components /Roof
Components /Overhang
Truss Uplift
1
2
3
2
3
1'0.5
1 "0:5
110.5
10.5
10:5,
25
2:5
G*Cp
0.8
1.2
2
Length
2.2
2.5
16.75
16.75
16.75
16.75
16.75
Spacing
1,1
13.40
20.10
33.51
36.86
41.89
Load
3863
z
322.66667
116.2
74.8
0.0
85.2
194 4
85.2
249.0
26.3
11 DL +SL
2. DL +W
3. DL+ 75SL+ 75W
14 DL +7E
5. DL+ 75( 7E)+ 75S
CAMMACK.POST FRAME.ASCE7 -5 10.xls
D
1.50
1.00
0.60
1 00
0.40
0 67
1
D
0.533
L/BI 10
h /LI 0.4
a =I 4.2
JIM CAMMACK
410 E. SECOND ST
PORT ANGELES, WA 98362
Girt Design
Windward wall pressure 14 04 psf
L =12'ft
M w1 14 04(5)(12) 1265 ftlbs
1265(12)/900(1 6) 10 54
S 2 063(2) 7 563 =11 69 in 10 54 OK
USE 2X6 GIRTS 30" OC
2X6 STIFFENERS 60" OC
Truss Connection
CS14 MAX LOAD 4980#
Pup 3863#
10d NAIL 105(1 6) 168 /NAIL nails are for uplift
Y2" dia bolts 451(1 6) 722/bolt, bolts are for wind uplift
Use (2) 1 /2" dia bolts thru and (24) 10d nails thru 14ga steel strap (CS14)
4 Seasons Engineering Inc.
Project: VARIES
Job ANGELES CUSTOM BUILDING
Client: ANGELES CUSTOM BUILDING
PURLIN -Roof Beam
Input Data
Left Cantilever None Main Span: 11
Tributary Width: 2'
Live Load: 0 psf
Allow TL Deflection: U180
F 180 psi
Check for repetitive use? Yes
Dead Load: 2.5 psf
Allow LL Deflection: L/240
Eb. 1600000 psi
Design Checks
Max. Value 302.5
Allowable 1406.34
of Allow
Location
Reactions and Bearing
Zfts
0'
11
22 V
Program Version 8.2 12/17/2004
0'
9
1320
1547 32
85 If
5'6'
!aP
1.5
1.5
302.5
302.5
50.941
207
25 It
5 -1/2'
Self- weight of member is not included.
Member has an actual/allowable ratio in span 1 of 89 le%.
Design is governed by live load deflection.
Governing load combination is Dead +Snow Condition 1 w /Pattern Loads.
Maximum hanger forces: 302.5 Ib (Left) and 302.5 Ib (Right).
Page 1
14 59'42 01/07/10
Designed by Donna Petersen P E.
Checked by
Right Cantilever None
Slope: 0:12
Snow Load: 25 psf
DOL. 1 150
Fb. 900 psi
-0.495
0.55
89
5'6'
414, a�
0.5445
0.7333
74 le
5'6'
Input Data
Left Cantilever None
Check for repetitive use? Yes
Dead Load: 2.5 psf
AIIow. LL Deflection: U280
Eb. 1600000 psi
User Defined Loads
Design Checks
Max. Value
Allowable
of Allow
Location
Reactions and Bearing
127- 25/32'
RAFTERS 12' SPAN -Roof Beam
4 Seasons Engineering Inc.
Project: VARIES
Job ANGELES CUSTOM BUILDING
Client: ANGELES CUSTOM BUILDING
Main Span: 127- 25/32'
Tributary Width: 5'6'
Live Load: 0 psf
AIIow TL Deflection: L/180
F 180 psi
.Reaction
1445.57
2812.69
51 ift
127- 25/32'
804.904
1138.5
71't
6'3 -5/32'
.4
1.5 916.257
Self- weight of member is not included. -y.
Member has an actual/allowable ratio in span 1 of 71 r
Design is governed by combined stress NDS 3.9 -1
Governing load combination is Dead +Snow Condition 1 w /Pattern Loads.
Maximum hanger forces: 916.257 Ib (Left) and 0 Ib (Right).
1.5 1445.57
Program Version 8.2 12/17/2004
t t t'.t
47.214
207
23 tl
1110- 17/32'
Page 1
15 09 01/07/1.0
Designed by Donna Petersen P E.
Checked by
Right Cantilever 3'1 15/16'
Slope: 4
Snow Load; 25 psf
DOL. 1 150
Fb. 900 psi
0.1801
0.2711
66
15'9-3/4'
Off:
0.2032
0.4216
48
15'9 -3/4'
1
.Y
49A
Solution Envelope
4 Seasons Engineering Inc.
Donna J Petersen
CAMMACK -09
Pole Bdg 44W 15H 10 5S EXPC
A
Jan 7 2010 at 5.25 PM
POLEBDG 44W 15H 12S EXPC.r2d
Company 4 Seasons Engineering Inc.
Designer Donna J Petersen
Job Number CAMMACK-09 Pole Bdg 44W 15H 10 5S EXPC
Jan 7 2010
5:26 PM
Checked By
Member Primary Data
Label I Joint J Jgint Rotate(d... Section/Shape _Type Design List Material Design Rul...
1 I M1 I N1 1 N5 1 1 6X1OFS I Beam 1 Rectanaular 1 HF #2 I Typical
2...; MW :1 N1,2, 1: NIA .t.," 1 ;6X1r0FS,, :......1::;;Seam:1,1;:. :ReatgricidlaK.:. "I' ..HF.42: .::",1 1
3 I M2 I N2 1 N11 I 6X1OFS 1 Beam 1 Rectangular 1 HF #2 I Typical
4 'I '.:A/12A 1 ,..N2 1 .11N2A. II: :,:L.;:....'.6X
5 1 M3 I N3 N6 1 1 2 2X6 1 Beam 1 Rectangular 1 DF #2 1 Typical
6"
1 .::1 .:1441K
:I_ ...24X6. A ;1111146AM:- V 1 ....DF;#2: 1 'TVoical.,
7 1 M5 I N5 I N11 I I 2 2X6 I Beam 1 Rectanaular I DF #2 Typical
-8 .1 „M6..„:- j,. ii N16' 1., .:...11 4. Beam .1:. )1ReCtanaular DE;STR: SEL TyPicd1
9 1 M7 1 N16 I N11 1 2-2X6 I Beam 1 Rectangular I DF STR SEL 1 Typical
11.40-.11. ".M& :11 T. .N6 t N12, I 1 1 24X6 ,L 'K DE#2 '7=1„.1...TYbiabl
I 11 1 M9 1 N12 I N7 1 I 2 2X4 1 Beam I Rectangular 1 DF #2 1 Typical
L 1.2 1 M0 1,..,,.1N71:...T 1..6,. 24X4. ..1, 1 Bea0 t:'. ..Reefarigul6r.„ .1 ...,..,-,..,DF:#2 1 i,,.1.. TYPicat
1 13 1 Mil 1 N14 I N8 1 1 2-2X6 I. Beam 1 Rectangular 1 DF #2 1 Typical
M N8 'V ::N16 1 1 ..!!242)(4 .......ftbattf121::: 'Rect46ablat. :V.: :..',DE42 .1' „Tviiidat."
15 I M13 1 N15 1 N8 I 1 2 2X6 I Beam I Rectangular I DF #2 Typica
4- l
.16: 1:..: :1'... 1 K19 1 11 t. iN15 1
..,„.1:,. 2 2X4 ReatanaOlai..' 111. ;e.'"DE:#2' 'Tvioical,
17 1 M15 1 N13 1 N9 1 I 2-2X4 I Beam I Rectangular I DF #2 1 Typical
I 18,..li 1 1' N10:,+,1,*111. 1 .1.. 1: 124X6.. A .BeaM. I": .,Reetgincitilar. .t... OF#2......,2.: .1 TYPicat
Envelope Member Section Forces
Axialf1b1 Momentflb-ftl
Member Sec lc Shearflbi lc is
1 M1 1 1 max 1 6895.229 1 1 I 1898.08 1 2 1 8265.768 I 2
min A :if; 258498 L:. .2 1 A64,255 ,,11 „.„1 L., ;690373 1 1::
3 I 1 2 max I 6840.542 I 1 .1 1462.33 1 2 1 1965.151 1 2
IA 'I 1 1'. 1 :1" Min' r :203,811: .1„ 1 2' i '==1:04.255:' 1 12 1 44.411 I 1'
5 1 1 3 max I 6785.854 1 1 1 1026.58 1 2 I 541.54 I 1
6,. L, '1'. Mitik.1„1, 149123 1 2 .1 h:4164.256 1 ,l'i:',.' ts :„,27,61 21
7 1 I 4 max I 6340.55 1 1 1 279.108 1 1 1 1046.655 1 1
8 P. 11( 1 1[029:408 T.' 2::„:11 =11 .-..',1 l' „1 1 2 .5288:541 1 1 ,1 .1 'L 2
9 I I 5 max 1 6285.862 I 1 1 279.108 1 1 1 0 I 1
...16 Ij, :i.,.. ,1 ,.,..rtiihA, 1- 161472 1'1 2 1 'I 2 1,„.....,„, '..CY 1 ,1; 1 1
11 1 M1A 1 1 max 1 6895.229 I 1_ 1 172.593 I 1 1 690.373 I 1
12 I 1 L 2 Mini 1 1 1 258498. t Z A =4066:442 1 1 1 1 2 ..1 -8265.768=.. 1 2-
13 I 1 2 max I 6909.812 I 1 1 172.593 I 1 I 517.78 1 1
14 TI'" ;.,1. 'thin' '1' 273681' I .2:„ r .20661 I .2 'I" ;6199326 :I 2
15 1 1 3 max 1 6924.396 I 1 1 172.593 1 1 I 345.187 I 1
1 .16 1, :II _,1: .1 Min .1..., .287.664 1: 2 ,:s; 40 Al .2 t '4132884 I. 2
17 1 I 4 max I 6938.979 1 1 172.593 I 1 1 172.593 I 1
191 A" 1- 'I '..I 302240. I'' 2 t 4066442 I .1 7 '1 2
19 1 1 5 max I 6953.562 I 1 1 172.593 1 1 I 0 1 1
20 !I A ...1 Aiiii 3 :IT: 2 4.:" :-206 1 ,2. ',Iili' 'Y'.' 1 0 F. li.,
21 I M2 I 1 max 1 6895.229 I 1 I 1593.046 1 2 1 7604.884 I 2
22 L r. :r 'tin I 10756 ...,X :2 1 164.255' 1 1 1. 690375 1:‘,
23 1 1 2 max 1 6840.541 I 1 I 1312.546 I 2 I 2156.999 2
24 'I';:. t I, rhin-,:L: '.524372 1 .L 2''' ..464.255 I „74A19 1
25 I 1 3 max 1 6785.854 1 1 1 1032.046 2 1 -541.538 I 1
26 r ,L, g min .11 A.8151 1, 2. 1'. 164255 r: 1 1 ;2239085. I- ,2
27 I 4 max 1 6340.55 I 1 I 279.108 1 1 1046.654 I 1
Min 1' 1784 11,3 1:'2F 1 ;12171:404 1.11: "2: TS. „":.1: -501:203 ::):1..",,,: 1, 1';
29 I I 5 maxi 6285.862 1 1 1 -279.108 1 1 I 0 1 1
30:-..1 :1. 4iiiiti' I --4.8388 lif 2 1 -1497.904 1 .2, 4", 4 (0; :1' A-
I 31 I M2A I 1 max I 6895.229 I 1 I -172.594 I 1 1 -690.375 1
l'. 32 ri. il' min 1 l' .:167.58 I :2 1 ,1901.221: ...1 2.. L.' 7604884 ..'2
I 33 I 1 2 max I 6909.812 1 1 1 -172.594 1 1 I 517.781 1 1
34 k t. min 1 1, 122143 L ,2,...;.4 ,:,41i901.22:I 1 I'. F. 5703.66a 1 2
RISA-2D Version 7 006 [CA. \RISA PROJECTS\POLEBDG 44W 15H 12S EXPC r2d] Page 9
Company 4 Seasons Engineering Inc.
Designer Donna J Petersen
Job Number CAMMACK -09 Pole Bdg 44W 15H 10 5S EXPC
Envelope Member Section Forces (Continued)
Member
1 35 1
'36.1
37 1
39 I
1 41 1
143
,44:'. I..
45 1
47 1
49 I
51 M4
:52 -1 .1; 11
53 1
.54....
55
57 1
58' ..1:........::._._.
59 1
61 1
.`62:
63
..,64
65 1
67 1
69 I
70' :1,
71 1 M6
72 1.
73 1
74...
75 1
77 1
79 1
80: 1
81 1
83 I
,:,'842:1
85 1
86: 1:
87 1
88. ,G.
89 1
'90..
91
M3
M5
M7
M8
Sec Axialllb] Ic
I 3 1 max 1 6924.395 11 I
1 ::'1'.' :i m...f w,,. <I 2 .4
I 4 1 max 1 6938.979 11 1
rnm', 1- ..451'.31" ...,;1-.. :I.,,.
I 5 max 1 6953.562 1 1 1
I
I 1 1 max 1 585.251 1 1
2353 €6261 ;'I '2 :1
1 max 1 581.24 1 1 1
Y' nin:.;.I.;:'_ :2357$ 36- .1 ,..1
1 max 1 577.23 1 1 I
I,:.::inin _2'361';647.: ;:1;..2
1 max 1 573.22 1 1 1
':miri...;It. '12365:657,. 1 :1f 2 'a
1 max 1 569.209 1 1 1
:1 rriin',: :1.. 23619567 .9. `2.: 1
1 max 1 2600.829 1 2 1
::1569.209C ;1 1 A `13
1 max 1 2604.839 1 2 1
I 5 7 3 1 2 1 9 1 4!: 1
1 max 1 2608.85 1 2 1
I :min: 1 577;22'' 1'
4 1 max 1 2612.86 1 2
L ...rnin: '1'501:241, 1
5 1 max 1 2616.87 1 2 1 -9.224
I r .586:2'5. 11 .:1 -:I°
1 max 1 1456.586 1 1 1 46.759
,;:min ....1,,... :1 2' .1 `1:6:825=,
I max 1 1412.254 1 1 1 17.67
..:1 "min .I' 2703 :569,,. .11 2 ..:1`. 410:329
1 max 1 1307.293 1 2 1 22.856
1 min;.`:, I 4319':978 -.I_. ,1: .1
4 1 max 1 3460.334 1, 2 1 17.67
1 ,.;Min' 1 -14422:265: 1. ''`1 ';1 -19A02""'
1 max 1 3280.85 1 2 1 40.789
1456-583:.. :_1..
1 max 1 4513.129 12 1 106.064
.,,I.''i ai 1 1 I 1.. ,'f .:.,.,94 1 647
2 1 max 1 4457.655 1 2 1 60.368
;nil l :1222.D37'.. ..1..'1.. l' 71:.885.
3 I max 1 1605.775 1 1 1 -4.121
12-134 .I., '2' ..1 20.553:.
4 1 max 1 1218.412 11 80.92
:376;005...., :1
85.512 1
5
1: 'mint 4I 229._7::43 °..-';I _2
1 max 1 1162.937 1 1
.485:21.8(." 1 2.
max 1 1162.938 I 1
:min} .F1:: 10Q:532,,.:..,:11; '2
max 1 1218.413 1 1
'min:.:I'.. 1 'I .,:'2
max 1 1605.779 1 1
rain -1 :1,700:511' '1 2:
max 1 1222.035 1 1
..,;1-ii_.:iiiin:
1 max 1 1277.51 1 1
1 min i1:. 5100:$26 1 '2
1 max I 530.003 1 1
I'
Shearrlbl
172.594
1`90:1::221.,x;
172.594
1 :9013221
172.594
9.224
9224'P"',
4.612
0
-4.612
-4612,
-9.224
9.224
4.612
'4:61
0
-4.612
4512..
lc Momentrlb -ftl lc
1 1 345.188
2... ,I:. 3802:442J
1 1 172.594
.2 I`. 4901: :221:.7,.
1 1 0
3 I 0
1 1 .2'0'
3 10.543
1
.:1. 104543:
1 1 14.057 1 1
1' i'. 141,057 3
3 1 10.543 1 1
:.=:10:'54'3 I.._ :3.
3 1 0 1 1
2 1 0 1 1
2 1 10.543 1 1
14.057 I 1
'14. '1 2'
10.543 1 1
"1 0.543`.
1
2
1 ..'1
2
2
1 1 3.308
-4:007
37.356
X3'3 45:..
26.316
-4:008'
0
2 1 0
1, 1. 0
2 1 -65.69
1 ...1i: -132 :459'_
1 1 -71.66
2 1 13.312
:1"
2 I 0
7.9' :o'1427.. :�:.:I.- ..1::'.
90.425 1 1 1
11t(457°: 1. 2:24
156.057 1 2 1
4.117 1 1 1
24006` I 2...,
71.884 1 1 I
4321044.: :I...
195.469 1 2 1
5.481 I 2 1
Jan 7 2010
5:26 I'M
Checked By'
0
0
0
0
44.641
41.796
152.328
71 :66.
183.851
65595,
0
0
0
2
1:.
2
2
1
1
1...
1
2
1
2
1
1
1`
1
2
2
2
1
1
'1'
1
RISA -2D Version 7 0 0 6 [C N. N. N. \RISA PROJECTS \POLEBDG 44W 15H 12S EXPC r2d] Page 10
Company 4 Seasons Engineering Inc.
Designer Donna J Petersen
Job Number CAMMACK -09 Pole Bdg 44W 15H 10 5S EXPC
Envelope Member Section Forces (Continued)
I: .92
1931
1951
97
99 I
101 I
103
1:04'
105 1
107 1
109
111
1112.1:..
113
11.4
115 1
116::1k.
117 I
119 1
120.4
121 1
:1224'
123 I
124 I: rt
125 1
125V.
1271
128;!1
129 I
'11301'.
131 I
132 :1
133 1
1341'
135 I
137 1
1;38.;1
139 1
141 1
143 1
145
:.1 °46'1...
147 1
1 148 1:..
Member
M9
;l
M10
M11
M12
Sec
3
4
5
1
2
3
1
2
3
Axial(Ibl Ic Shear(Ibl
2274:873= 'I..,2 pi...... _5.4811':..
max I 527.552 1 1 J 2.74 1 2
mtn .1` _2277 :324 'I 2
max 1 525.101 1 1 1 0 1 1 1
mitt 1..::;,-279:7,74.. ,.E :2 _J... 0 I':
max 1 522.651 1 1 1 -2.74 1 2 1
2282:225,..:1 12. `f.:._ 2;74;., ...n !1:1 177
max 1 520.2 1 1 1 -5.481 1 2 1
_01ii1:. 1`' 2284:675 1: !.2 1` '5! :481
max 1 1563.169 1 2 1 5.955 1 2 I
Mitt I 52:323 1 =1'.. ':I' 5:955 :,1,1
max 1 1564.728 1 2 I 2.977 1 2
1.....:1. i 2;977 .1 1,..,
max 1 1566.288 1 2 I 0 1 1
min...1 55442 ,usl
max I 1567.848 2 1 2.977 1 2
,17416 'I ;5.7:002
max 1 1569.407 1 2
X58 :562r ;1
max I 83.889 1 1
2
max 1 87.008 1 1
a 914 :3,.. 1.11 12 I
max 1 90.127 1 1
rnfn
1 ..411:449:.. sal a2; .;C,...
max I 93.246 1 1 1
920'538h ;1° 2 1
max 1 96.365 1 1 1
rimirir 92.3!'657 :'2 1:.
max 1151.322 1 2 1
4;10:572' 1 11,....
max 1156.224 1 2 1
rain 415.473 I..;1?. .1
max 1161.125 1 2 1
1 1
max 1166.027 1 2 I
main- 4'25:277" ;'31; -1._ ,.1.,.x.....7:352. 1 3
max 1170.929 2 1 14.705 I 2
rriirr 430:178, '1 .,.:11.1 1:4105 'Ir7 3
max 90.507 1 2 1 0 1 1
rnln, 545224 _..,.I 1;..: .:Q._.....4;
max 85.828 1 2 1 0 1 1 1
:min,. 4549:903 '1 :91 I` 0 1. '1
max 81.15 1 2 1 0 1 I
554k582 1. 4. .;1... 0 r.,. '.1, 1' 1
max 76.471 1 2 1 0 1 1 I
559:-26 :I, ._.:1 :1, ..3 0::... f.
max 71.792 1 2 1 0
min 563 1'939;, ,..;i,.. 1`' `I:.. 0
max 410.571 1 1 I 14.705 1 2
r�rii11; W1!47�3'y731'
1,1: .22'
,1..:2' 1.
max 415.472 1 1 1 7.352 1 2 1
rnm... 14685 +829-... 1, `I= 7`352
max 420.374 1 1 1 0 1 1
min _1463:928; 1' 2 ....I.''... +.0 1 1 ..1.
max 425.275 1 1 1 7.352 1 2 1
2 :.1:m.3. 1:.
rrii`rt.. 41;4'S9',026<.. ,..,1 �'I':.. .,7;352:,....
Ic
2:977 .1...t
-5.955 1 2
5955 1 :1'
3.403 I
3::.4'00 1 .3...
1.701 1 2
0 1 1
0...:a:. I 1...
-1.701 1 2
1.701 1: 3
-3.403 I 2
1, 73.
14.705 I 2
7.352 1 2
7;352. .1 3-.
0
1
...i0:
7.352 I 2
52 7
61 2010
Checked By
Momentpb -ftl Ic
-3.768 3
3:.768 1 2
5.024 1 3
-3.768 1 3
3:768` x
0
1
0 1 1
I`...1"
-5.882 1
5.8 8 2
7,843 1 1
7.843 2
5.882 1
0 1 1
0 1 1
0:. 1:
-3.553
-4.737
4 :737
3.553
3:553
0
0
24.301
24.301.
32.401
32.401.
24.301
0
0
:o
24.3
24.33;.,
32.4
32.4
24.3
24.3':...
3
2
3
.2.
3
2
1
1
3
2
3
2....
1 3
1
1 1
1 3
.I :2
1 3
1 ..2
13
RISA -2D Version 7 0 0 6 [C' \RISA PROJECTS \POLEBDG 44W 15H 12S EXPC r2d] Page 11
Company 4 Seasons Engineering Inc.
Designer Donna J Petersen
Job Number CAMMACK-09
e@rribl
Envelope Member Section Forces (Continued) sh
Member Sec Axiallibl Ic Ic Mornentflb lc
I 1491 1 5 1 max 1 430.177 1 1 1 14.705 1 2 1 0 1 1
(.15 1 n 7,16i, 1 .,0, 13,. 1 1 1 „.hiliii' 1. 1 :,,,,1454:125"1 -2 ••1$P' 1 14,703 1 11 1 13 1 1 "1 1 1 1 1 1 1:
1151 1 M14 1 1 1 max 991.797 1 2 1 -3.403 1 2 I 0 1 1 1
1:.152 1 n n n 1. 1 ',MIK, :V.! 43 I. '41. 11 :43 11 11 17. 0 1 ...1 .„1
1153 1 1 2 1 max 1 988.678 1 2 1 -1.701 1 2 1 3.553 I 1
1 n .1 :.:1': 1 1 ,"Thill '1 '''','•':...37.0 1. I-. :r.‘„„ 1P701, n: 1- I' 1 1 '.2'
11551 1 3 1 max 1 985.559 1 2 I 0 1 1 I 4.737 1 1
1 5 6 1 I, 1 Min, 1 790133.• 1„.: V. 1... nn :k '0 11 •1 I ...,418717 .'.1 .2_
157 1 1 4 I max 1 982.44 1 2 1 1.701 1 2 I 3.553 1 1
1581 111 1F 1: 1 srhiih if. 1,t, 1 493'1253Y n ,1171 1,1;c701: _11, A 1: 11 '1:: 3.553 .1 2 1
159 1 5 I max 1 979.32 1 2 1 3.403 1 2 I 0 I 1 1
160, ...L.. If,".'litiiii 1 „;96.372 It ;11 101 ,3,4143: =1 I 0, 1. 11.
161 1 M15 1 1 I max 1 52.334 1 1 1 -5.955 1 2 1 0 1 1
In624 n 1•••,, 7 1 :1 :Min "1' ,-1 :.1:;2' 1 :::,,45455..„,:1 A .:1 .1,. 1 0; .....11 1
163 1 I 2 1 max 1 53.893 I 1 1 -2.977 1 2 1 5.882 I 1
164k. 1 7., 1 ,1 4,1.112 .1,.11:1,:i, Min,. ?1 ,:g11899:257,..,:;' 2 Af;s. -2 977 q. 1 1 ,1•„,3:882 'V 1 '12
165 I 1 3 1 max I 55.453 1 1 1 0 I 1 I 7.842 1 1
166! n l nn I_ 1'„ I :Mina ."1' 4891697 11,:',„21: r„:ir :70.. Llr.,,,..m: '1 '9'' 7.842..1 1- 2
167 1 1 4 I max 1 57.013 1 1 1 2.977 1 2 I 5.882 1 1
:168'tP 1„ 1 .A896136 ..y1:::' 2 2977 71 ‘1' 1 t 1 33822 ..'1 :2
169 1 I 5 1 max 1 58.572 1 1 1 5.955 1 2 1 0 1 1
1761, ,2.... n 1, t 1 ,:ii111-"!4.894 .1„ .z!: 1 3955 ,f, 11 .1I 1 01 1 ,:1 11:'
171 1 M16 1 1 1 max 1 2401.512 1 2 I -5.481 1 2 1 0 I 1
172,1! 7, 1, 1 :edit) 1 7, 530.0127 111:....: -3.481 '.'1,.„3 1 Q' ir 1
1731 1 2 1 max 1 2399.061 2 1 -2.741 1 2 1 3.769 I 3
4741C. ...1:.: 2 :1: 1:. mih.:,T 521561. 1:,.:4 :1: ,7,-2741 1:!1:' 1: 3 .1_ 3'.769 1:. „i 1- n.'2
1751 1 3 1 max I 2396.611 1 2 1 0 1 1 1 5.025 1 3
1761 ';,r. t Min 1: r 5251:11: 1 1 0 I 1; 5025 I: n 1. „.2
177 1 1 4 I max 2394.16 1 2 1. 2.741 1 2 1 3.769 I 3
176,1 n ;1:::' 1 „3.iiiih .522:63; in 1 i 1-: -2:741' t. 1 3 :1 :1 „3.769, .4...:2
1791 1 5 I max 1 2391.709 1 2 1 5.481 1 2 1 0 1 1
n 1801: C. 1 1 rriih 71 '..2.,520209,1 I1 F: 3481 ":1 .3 .1 f, 0.i.:, 1
Envelope Wood Code Checks
Member Shane Code Check
1 1 1 M1 16X1OFS1 .921
1.7Z 1 M1A I8XIOFSI 415
1 3 1 M2 16X1OFS1 .846
16XI0FS11
5 1 M3 1 2 2X6 1 .126
1 ':M4.:":" 1 2,2X6-...1,•:„...:^ .214'
7 1 M5 1 2-2X6 1 .207
71 ,M8 1 2-2X6 1 169
9 1 M7 2-2X6 1 .236
10 1 M8 1 2-2X6 1 118
11 1 M9 I 2-2X4 1 .156
n..
13 1 M11 2 2X6 1 .191
;.`14
15 1 M13 1 2-2X6 I .088
16 1 M14 1 '2X4_, _1....
17 1 M15 1 2-2X4 1 .138
13^: 1 092
Pole Bdg 44W 15H 10 5S, EXPC
Ilciftl_ Ic Shear ...1,ogat Ic 1g.[ si Ft si Fb psi] Fyinsi) Eqn
1 0 1 2 1 .424 1 0 1 2 1682.964 520 1080 1 112 1 3.9:31
11. 01_111F112 :461 l 0." 1 2 :1750.9 .520: .1•1080; 1 112 139-3
1 0 1 2 1 .356 1 0 1 2 682.964 520 11080 1 112 I 3.9-3
11:4 .1 2 424 1:7 2 .175994 1 520 '1 112 1 :13.9,3
13.1751 2 .008 1 0 1 1 1740.308 1196 1 1872 152 1 3.9-1
-16.096L2 1 1103 16,0561 1 .1740.308"„1196:.;18721 152 1,363
15.0421 2 1 .035 130.4171 2 11419.7 1196 1 1872 1 152 I 3.9-1
1 0 1.',2 1 1 ':109 ,,461 1:„1146201 2090 1 312a:1 :,152'.
119.8081 2 1 .150 114881 2 11620.7 2080 1 3120 1 152 1 3.9-1
.111:9481:..2•.,11:..,003'186671„:1..:146 1496.:1.1372, 1 152 1 3. q1=1,1
15.2681 2 1 .008 15.2681 1 1960.009 1380 1 2160 I 152 1 3.6.3
1. n 2 4.1004,13:5691 1, J1072627, 1380 1.2160 1 152' 1
18.8141 2 1 .012 18.8141 1 1372.364 1196 1 1872 1 152 1 3.6.3
173331 1 1 ,:'600, 11: 415.7115950 991 87514552:511,09::261:.A
14.3151 2 1 .012 18.8131 1 1372.371 1196 11872 1 152 1 3.9-1
r 2 I: 1.111;:., 1,11. 8728141 1380 1 2160 :.1 152 1363
12.5791 2 1 .008 15.2681 1 1960.0371 1380 1 2160 1 152 1 3.9-1
n t 0 1',!;T :dos, 1 0 1 1 115891 1, •1 I196:f1 1 152, I
RISA-2D Version 7006 [CA. \RISA PROJECTS\POLEBDG 44W 15H 12S EXPC r2d]
Jan 7, 2010
P
5:26 M
Checked By
Page 12
.Y
.7.X
Solution: Envelope
4 Seasons Engineering Inc.
Donna J Petersen
CAMMACK 10
Pole
Jan 8 2010 at 11:23 AM
END POLE.r2d
Company 4 Seasons Engineering Inc.
Designer Donna J Petersen
Job Number CAMMACK 10
1.
Envelope Wood Code Checks
Member Shape
1 1 1 M2 16X8FS 1
Code Check
.505
Pole
Member Primary Data
Label f Joint J Joint Rotate(d... Section /Shape Type Design List Material Design Rul...
1 1 1 M2 I N3 I N1 I 90 1 6X8FS I Beam I Rectangular f POST6X8 #2 1 Typical 1
Envelope Member Section Forces
Member Sec Axialflbl Ic Shearflbl Ic Momentflb -ftl lc
1 1 M2 I 1 max 1 1607.5 1 1 1 0 1 1 1 0 1 1
n. 237 -4'41 5
I 2 1 :44 I tni 6 .1,, 2 ..,.0 1
3 1 I 2 max 1 1607.5 1 1 I 546.046 2 1 0 11
min:.,, '1.;..:..._237:5 1..,:_2. .:0... ._..:.,,.:.1,. '1!. -1'2.995'. :'1'... 2
5 1 1 3 max 1 1607.5 1 1 1. 0 11 1 0 1 1
min.,. 11 237:.5 1 .2.4' x16:Z72. 1:. 2 ai 1208:964; 1.. 2
7 1 I 4 max 1607.5 1 1 1 560.192 12 1 1289.107 1 2
min 237.5 1 ;2,
1. 0l:,.' 1 1`' ..d- 0= 1
9 1 1 5 1 max 1 1607.5 1 1 1 0 1 1 1 0 1 1
40' ."1 ..a i train I 237:5' I 2.-- ._:I, 468 °574 I ...,2; ;I. 0:.., `I.:.1
Jan 8 2010
11:23 AM
Checked By
Locfftl lc Shear Locfftl Ic Fc'fpsil Ft'fpsil Fb'fpsil Fv'fosil Eon
13.84 1 2 1 .229 1 8 2 1 594.3941 560 1 840 1 112 1 3.9 -3 1
RISA -2D Version 7 0 0 6 [C \My Documents \MY FOLDERS \RISA PROJECTS \END POLE.r2d1 Page 14
P1 2362#
P2 7140#
VARIES"
R
RECTANGLE (DEPTH (MOMENT !BEARING
INCHES 1 (INCHES IFT-LBS ALBS
141 241 481 139471 5600
181 241 481 150591 7200
POST PER PLAN
4" conc. slab
I I 1
Overturning of footing calculated by IBC2006 equation 18 -3
d 4.25 Ph/S313 or Ph d /4.25
Ph bending moment at column
S3 d(150)(2)1 1/3 1,600 for 4' -0" deep footing
M1 1289 FT -LBS 14X24X48
M1 8266 FT -LBS 18X24X54
Backfill with conc.
Native soil undisturbed
Cone punch pad
2006 Washington State Nonresidential Energy Code Compliance Forms
Project Info
(Project Description
Compliance Option
Space Heat Type
Project Address
Applicant Name:
Glazing Area Calculation
Note: Below grade walls may be included in the
Gross Exterior Wall Area if they are insulated to
the level required for opaque walls.
Concrete/Masonry Option
Semi Heated Path
Roofs Over Attic
All Other Roofs
Opaque Walls'
Below Grade Walls
Floors Over Unconditioned Space
Slabs -on -Grade
Radiant Floors
Opaque Doors
Vertical Glazing
Overhead Glazing
Vertical /Overhead Glazing
Notes
2006 Washin•ton State Nonresidential Energy Code Compliance
Envelope Summary
Climate Zone 1 ENV -SUM
Cammack Holdings LLC
410 E Second St
Port Angeles WA 98362
Joe Cammack
Applicant Address: 424 E Second St
Applicant Phone: 360 -452 -4200
New Building Addition
El Prescriptive IS Component Performance
(See Decision Flowchart (over) for qualifications)
I Q Electric resistance
Total Glazing Area
(rough opening)
(vertical overhd)
O yes
no
yes
Q no
Envelope Requirements (enter values as applicable)
Minimum Insulation R- values
7 0
7 0
Maximum U- factors
O 600
O 400
Maximum SHGC (or SC)
1 Assemblies with metal framing must comply with overall U- factors
divided by
Alteration
Date
Change of Use
Seattle EnvStd
Systems Analysis
JL 2902 0 X100=
Revised July 2007
1/11/2010
For Building Department Use
0 All other (see over for definitions)
Electronic version: these values are automatically taken from ENV -UA -1
Gross Exterior
Wall Area times 100 equals Glazing
Check here if using this option and if project meets all requirements for the Concrete/Masonry
Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying
assembly below.
Check here if using semi- heated path and if project meets all requirements for semi heated spaces
as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall
insulation requirement is reduced (2006 change). Only available in prescriptive path.
Opaque Concrete /Masonry Wall Requirements
Wall Maximum U- factor is 0.15 (R5.7 continuous ins)
CMU block walls with insulated cores comply
If project qualifies for Concrete /Masonry Option, list walls
with HC z 9.0 Btu /ft'•°F below (other walls must meet
Opaque Wall requirements). Use descriptions and values
from Table 10-9 in the Code.
Walt Description U- factor
(including insulation R -value position)
Envelope UA Calculations Climate Zone 1 ENV -UA
Revised July 2007
2006 Washington State Nonresidential Energy Code Compliance Forms
Project Address Cammack Holdings LLC
Space Heat Type
Glazing Area as gross exterior wall area
Concrete/Masonry Option
0)
�Y
'C O
8
o
Oc
*For CMU walls, indicate core insulation material.
2006 Washington State Nonresidential Energy Code Compliance Form
I Q Electric resistance
1 0 Yes Q No
Totals
4922 0
To comply 1) Proposed Total UA shall not exceed Target Total UA.
2) Proposed Total Area shall equal Target Total Area.
0 All other
Prop. I 30 0% Max.Target
Notes: if glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over).
Building Component Proposed UA
List components by assembly ID page U- factor x Area (A)
U= Plan ID
U= Plan ID
U= Plan ID:
U= Plan ID*
U= Plan ID*
U= Plan ID*
U= Plan ID:
U= Plan ID
U= Plan ID
U= Plan ID
U= Plan ID
U= Plan ID*
U= Plan ID*
U= Plan ID:
U= Plan ID*
U= 0 200 Plan ID 3068 20 0
o U= 0 200 Plan ID 12x14 0 600 168 0
O o U= 0 200 Plan ID 12x14 0 600 168 0
R= Plan ID
R= Plan ID
R= Plan ID
R= Plan ID* 0 130 1848 0
R= Plan ID
R= Plan ID:
R =19 0 Plan ID front 0 130 821 0
R =19 0 Plan ID back 0 130 485 0
R=19 0 Plan ID left 0 130 630 0
R= 19 0 Plan ID right 0 130 610 0
R= Plan ID
R= Plan ID*
R= Plan ID
*Note: sum of Target Areas here should equal Target Opaque Wall Area (see back)
R= Plan ID:
R= Plan ID*
N o s R= Plan ID
Note: if insulated to levels required for opaque walls, list above with opaque walls
c R= Plan ID*
L
c R= Plan ID
R= Plan ID*
R= Plan ID*
`c R =10 0 Plan ID: 0 730 172 0
Y. m a R= Plan ID
o a R= Plan ID
R= Plan ID*
1Date 1/11/2010
I For Building Department Use
Target UA
UA (U x A) .U-factor x Area (A) UA (U x A)
0 400
'Glazing>; Electric Resist;' Other
t0 -30 0:40 0:55:
S Ain a;
>30,45% see:riote, abcye.
x
0 600
Glazing 'Electric Resist:
t0- 304). 0:6.
>.,•3Q=,454 ,see note•above,
0 600
0 600 356 0 213 6
100 8 rii" :Electric ;Resist. Other
100 8 t x' 0.60:
0 031
240 2 0
106 7 1 640
63 1
81 9
79
3 Electric`Resist:
:'Frame-Wd° =0:082
Frame -Mti; 0:062'
Mass,UVall' Q1'5
+.�seerr`iiass.wall,Criteria
'Electric;Resist:
jnYln "s' °t Too
Eztl►ls;
O.9
0 029
Eiectric<Resist.
0:029
125 6 0 540 172 0
Electric? Resist.
F46,54.
2. t
c(see;Table'1. -1.for radiant
898 4 Totals 4922 0
;O.ther Heating;
:0:7
0:6
Electric'Resi Other'Heeting.
1848 0 62 8
Electric ;Resist.,= Otheraleating
0:034 6.096,:...
2546 0 4175 4
'Other Heating.
0 :062,
•0.109:
�11�15 t
Other I l atirig
0.062`
Otlier•;Heat'ingr
0.056.
92 9
'Other Heating,
F =0 :54
floor values)
4544 8
Interior Lighting Summary
LTG -INT
2006 Washington State Nonresidential Energy Code Compliance Forms
Project Info Project Address
Project Description
Compliance Option
Alteration Exceptions
(check appropriate box sec. 1132.3)
Maximum Allowed Lighting Wattage
Location
(floor /room no.)
storage
storage
'storage
Applicant Name:
Applicant Address:
Applicant Phone:
From Table 15 -1 (over)
Proposed Lighting Wattage
Location
(floor /room no.)
2006 Washington State Nonresidential Energy Code Compliance Form
Cammack Holdings LLC
410 E Second St
Port Angeles WA 98362
Joe Cammack
424 E Second St
360- 452 -4200
New Building Addition Alteration Plans Included
Revised July 2007
Date 1/13/2010
For Building Department Use
Refer to WSEC Section 1513 for controls and commissioning requirements.
Qi Prescriptive
0 Lighting Power Allowance 0 Systems Analysis
(See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.)
No changes are being made to the lighting
Less than 60% of the fixtures new installed wattage not increased, space use not changed.
Occupancy Description
document all exceptions on form LTG -LPA
Fixture Description
Allowed
Watts per ft
Number of
Fixtures
4ft 2HB 4
Total Proposed Watts may not exceed Total Allowed Watts for Interior
Area in ft
0 501 1848 01
Total Allowed Watts'
Watts/
Fixture
192 0
Total Proposed Watts
Allowed x Area
924 0
Watts
Proposed
Notes:
1 For proposed Fixture Description, indicate fixture type, Tamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if
included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information.
2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and
other criteria as specified in Section 1530. For hard -wired ballasts only the default table in the NREC Technical Reference Manual
may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable,
the wattage of current limiting devices or of the transformer
3. List all fixtures. For exempt lighting, note section and exception number and leave Watts /Fixture blank.
924 0
768 0
768 0
Exterior Lighting Summary
LTG -EXT
2006 Washington State Nonresidential Energy Code Compliance Forms
Project Info Prof Addres: Cammack Holdings LLC
410 E Second St
Port Angeles WA 98362
Name: Joe Cammack
Project Description
Compliance Option
Building Grounds
(luminaires 100 Watts)
Alteration Exceptions
(check appropriate box sec. 1132.3)
Tradable Maximum Allowed
Tradable Locations
Main Entry
Other Entries
Other Entries
Other Entries
Location
FRONT
BACK
LEFT
RIGHT
Location
2006 Washington State Nonresidential Energy Code Compliance Form
Appl. Name 424 E Second st
Appl. Phone 36o- 452 -420o
3067
1 12E14 OHD
1 12E14 OHD
El
Tradable Proposed Lighting Wattage
New Addition Alteration
Refer to WSEC Section 1513 for controls and commissioning requirements.
0 Lighting Power Allowance
Efficacy 60 lumens/W Controlled by motion Sensor
Exemption (list)
No changes are being made to the lighting
Less than 60% of the fixtures new, installed wattage not increased, space use not changed.
Lighting Wattage
Description
Number of Watts/
Fixture Description Fixtures Fixture
I WALLPACK 11 250 0 1
I NONE
I NONE
1 WALLPACK
Total Proposed Watts may not exceed Total Allowed Watts for Exterior
Non Tradable Maximum Allowed Lighting Wattage
Non Tradable Locations
Description
Non Tradable Proposed Lighting Wattage
Fixture Description
Proposed Watts may not exceed Allowed Watts for Category
Allowed Watts Area (ft perimeter
per ft or per If (If) or of items
30 W /LF of door widt
20 W /LF of door widt
20 W /LF of door widt
20 W /LF of door width
Allowed Watts
per ft or per If
Number of
Fixtures
Revised July 2007
Date 1/13/2010
For Building Department Use
Plans Included
0 Systems Analysis
3 01
12 01
12 01
Total Allowed Watts
1 1
11 42 01
Total Proposed Watts
Area (ft perimeter
(If) or of items
Watts/
Fixture
Allowed Watts
x ft (or x If)
90 0
240 0
240 0
Watts
Proposed
570 0
Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only
the default table in the NREC Technical Reference Manual may also be used.
Watts
Proposed
250 0
42 0
292 0
Allowed Watts
x ft (or xIf)
u
DESCRIPTION
The 2HB series is an outstanding solution for high mounting height
industrial or retail applications.The 2HB optic has been optimized
to provide maximum performance from either the T5 or T8 lamps.
Optional uplight component is provided to enable excellent ceiling
uniformity. 2HB's high lumen package allows the benefits of fluo-
rescent to be applied at high mounting heights that were traditionally
exclusive to H.I.D.The primary benefits include exceptional color
rendering, high system efficacy, 95% lumen maintenance, long Tamp
life, instant on/instant re- strike, economical dimming, and uniform
brightness control. Primary applications include retail, shopping malls,
light industrial, gymnasiums and recreational environments.
SPECIFICATION FEATURES
A •Construction
Full bodied steel housing utilizes captive
fasteners to protect optical assembly and
assure structural integrity The housing
features an integral ballast channel that
adds strength and provides numerous
KO's for easy installation. Center access
plate location allows for easy access to
ballast leads on all new and retrofit proj-
ects regardless of mounting type.
B Electrical
Class 'P' ballasts are positively secured
by mounting bolts. Pressure -lock lam
pholders. Optional modular power recep-
tacle meets UL2459 and NEC 410.73 and
is UUcUL rated for make and break
under load from outside the luminaire to
speed maintenance. UUCUL listed.
Suitable for damp locations.Thermally
optimized for environments up to 149 °F
(65 °C) when used with high temperature
ballasts in an open uplight configuration.
A
0 \70 \75\7o \70 0
24' [610mm]
COOPER LIGHTING METALUX®
C •Finish
White enamel finish preceded by
a multistage cleaning cycle, iron
phosphate coating with rust
inhibitor to protect against
contaminants and oxidation.
D. •Downlight /Uplight Optics
Die formed reflectors are faceted
with two optical distributions
medium and wide. Medium beam
optical modules utilize 95% specular
aluminum while the wide distribu-
tion utilizes a high performance
95% reflective polyester powder
coated finish. Gasketed door
frame lens assembly is optional
for more demanding environ-
ments. Uplight option provided to
enable ceiling uniformity.
C
Catalog 4
Project
Comments
Prepared by
D
Mou nting
The 2HB series is suited
for surface, suspension
mounting with optional
wire hook and chain
set, stem or cable
mounting
Options
Integral Occupancy
Sensor available and
provides from 600 sq. ft.
(MS) up to 1250 sq. ft.
(MSO) of coverage in a
maximum mounting
height of 40'
4
1121mm]
LAMP CONFIGURATIONS
r
4-3/4"
1121mm] /17\76.\;15 O-c"74\..7i\
1-- L I I 1
X =3 -12" X X X X
lflgmml I 24" 1610mm]
COOPER LIGHTING
DIMENSION TOP VIEW
24"
1610mm]
r 3 -1/4' .Access Plate 5/6' (16mm1
182mmj +Di K.O.
CI)
C_D rte__} C;3 C=D C_73C:_3(=3
C_ C C1 C1 E) (17) (71) C11
48" 11219mm1
-4
F-BAY 2HB SERIES
HIGH BAY INDUSTRIAL
LUMINAIRE
ENERGY DATA
Input Watts
EB Ballast
632 169W
EB /Plus Ballast
632 221W
ER Ballast
632 169W
654 346W
ER /Plus Ballast
632 218W
Type
Date
ONSMOMMISMSOM
2 x 4 High Bay
6 Lamp
Luminaire Efficacy Rating
LER 66 (White)
LER 69 (Specular)
Catalog Number: 2HB- 632 -UPL
Yearly Cost of 1000 Lumens,
3000 hrs. at .08 KWH $3.47
Refe the lamp/ballast data the
Tedmlcal Sadie fo specific lamp/ballast
equ ements
Con ult Pre Sale Techn al Support,
LAMPS CONTAIN MERCURY. DISPOSE ACCORDING
TO LOCAL, STATE OR FEDERAL LAWS
LINEAR DISCONNECT
Sara rte eomeniaal means of
4isconnedtnp power.
ADF023033
PHOTOMETRICS
rc 80%
rw 70 50 30 10
RCR
0 113 113 113 113
1 103 99 95 91
2 94 87 80 76
3 66 77 69 63
79 68 60 54
5 73 61 53 47
8 68 56 47 41
7 63 51 43 37
8 59 46 39 33
55 43 35 30
10
Angle
0
5
10
15
20
25
30
Efficiency 96% 35
40
Test Report: 45
1 2H8632UNVEB82UPLIES 56
1 LER =85 55
60
Yearly Cost of 1000 65
lumens, 3000 hrs at 70
.08 KWH $2.82 75
80
85
Coefficients of Utilizatlo
Effective flo evay refleetence 20%
70% 55%
70 50 35 10 50 30 10
109 109 109 109 103 103 103
100 96 92 89 91 88 85 86 84 82
91 84 79 74 80 75 71 76 72 69
83 75 69 62 71 65 60 68 63 58
77 6F 53 63 57 61 55 51
71 60 52 46 57 51 45 55 49 44
66 54 47 41 52 45 40 50 44 39
61 50 42 37 48 41 36 46 40 35
57 46 38 33 44 37 32 42 36 32
54 42 35 30 41 34 29 39 Ni 29
52 40 32 28 50 39 32 27 38 31 27 36 31 27
Zonal Lumen Summary
Zone Lumens %Lamp
0-30 4959 29.2
0.40 7631 44.6
0-60 12278 71.8
%Fixture
30.4
46.5
74.9
0 -90 15392 90.0 93.8
0-160 16408 95.9 100.0
COOP ER Lighting
1 2HB 632- UNV -E682 -UPL Candela
Electronic Ballasts
(6) 32WT8 Lamps
2850 lumens
Spacing criterion:
i (il) 1.3 x mounting
height, CO 1.0 x
mounting height
1 Z
1. Modular Power Supply Receptacle supplied
mounted Into fixture Access Plate.
2. Modular Power Cord Plugs in 120, 277, 347,
480V configurations for easy plug power
into existing supply.
Luminance Data
Average
An in 8 cd /sm
le 0 -Deg
w
9147
8328
45
55
85
75
85
Alone II 45•
7471 7471
7431 7377
7335 7100
Acron
7471
7326
6834
7171 6590 5978
6937 5851 5097
6641 5104 4372
6286 4365 3919
5864 3816 3455
5389 3367 3079
4865 2897 2652
4303 2499 2408
3694 2070 2246
3070 1808 2131
2422 1628 1887
1767 1395 1544
1134 1068 1110
571 650 712
144 246 199
13 15
30% 10% 0%
50 30 10 50 30 10 0
98 98 98 92 92 92 90
82 80 78 76
72 69 66 64
64 69 57 54
58 53 49 47
52 47 43 41
48 43 39 37
44 39 35 33
41 35 31 29
38 32 29 27
35 30 26 25
7085
Kverege A.1090
45 -Dag 90-Dog
cd /•m cd/sm
5049 4647
4207 4597
4118 4820
4942 3725 3928
1306 1453 1206
No Internal fixture
access required for
instailation or
disconnecting power.
Coefficients of Utllizatlo
Modular Motion Sensor Option
supplied with Mounting Box and
Modular Power Supply Receptacle.
2HB- 654T5- UNV -EBT2 -UPL Candela
(2) Electronic Ballasts
(6) F54T5/HO 830
54W Lamps
4400 lumens
Spacing criterion:
ill) 1.2 x mounting
height, (1) 1.0 x
mounting height
Efficiency 95.7%
Test Report:
2H8664T5UNVEBT2UPLIES
LER =73
Yearly Cost of 1000
lumens, 3000 hrs at
.08 KWH =$3.28
Effective flo cavity anode 20%
80% 70% 50%
70 50 30 10 70 50 30 10 50 30 10
ro
no
RCP
0 113 113 113 113
1 103 99 95 91
2 94 86 00 75
8 88 76 69 63
4 79 68 60 54
5 73 61 53 47
6 68 56 47 41
7 63 51 43 37
8 59 46 39 33
9 55 43 35
18 52 40 32 28
Zonal Lumen Summary
Zone Lumen,
0-30 7884
0-0 11985
0-80 18923
0 -90 23788
0 -180 25252
%Lamp
29.9
45.4
71.7
109 109 109 109 103 103 103
10095 92 89 91 88 85
91 84 78 73 80 75 71
83 74 67 62 71 65 60
77 66 59 53 63 57 52
7t 60 52 46 57 51 45
66 54 47 41 52 45 40
61 50 42 37 48 41 36
57 46 38 33 44 37 33
54 42 35 30 41 34 30
50 39 32 27 38 31 27
%Fixture
312
475
74.9
90.1 94.2
95.7 100.0
45
55
65
75
85
Angle Alone II 45•
b 10464 10464
5 10404 10564
10 10257 10682
15 10016 10409 10055
20 9674 9747
25 9245 8877
30 8740 7708
35 8131 6429
40 7461 5079
45 5705 3961
50 5881 3449 3714
55 5009 3593
60 4101 2773
65 3174 2416
70 2284 2105
75 1439 1888
BO 711 1277
85 156 409
90 9 4
30% f8% 8'%,
50 30 10 50 30 10 0
98 98 98 93 93 93 90
8684 82 82 80 78 76
76 72 68 72 69 576 64
67 63 58 64 60 57 54
61 55 51 58 53 49 47
55 49 44 53 48 43 41
50 44 39 48 43 39 37
46 40 35 44 39 35 33
42 36 32 41 35 31 30
39 33 29 38 33 29 27
37 31 27 35 30 26 25
Luminance Data
Average Average
An is 0-Dog 45 -009
in Deg cd /em cd /sm
12576 6871
11257 6246
9246 6057
6225 6501 7783
1392 2362 1695
Modular F -Bay Power Supply
Cooper Lighting's F -Bay Modular Power Supply option allows external fixture access for safe and easy servicing.There is no need
to remove lamps or reflectors to disconnect fixture power with F -Bay Modular Power Supply Access to the individual fixtures
power supply allows servicing without turning off all the fixtures disrupting occupants. F -Bay Modular Power Supply is a time
saver in installation simply plug power
Code Compliance
UL/cUL Certified for Make /Break
under load (UL2549)
Meets NEC requirements for
ballast disconnect (NEC 410.73G)
Allows for addition of Occupancy
Sensor without hard connections
Receptacles complete with
insulating dustcap
SHIPPING INFORMATION
Catalog No.
2HB 632- G -120V -UPL
2HB- 654T5 -120V -UPL
Wt.
27 I bs.
27 Ibs
2HB
Across.
10464
10640
10692
9020
7674
6161
4792
4255
3966
3414
3120
2936
2808
2227
1370
286
10
Average
90 -0ag
c
d /sm
6917
6945
7435
Visit our web site at www.cooperlighting.com
6Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 6/09 ADF023033
ORDERING INFORMATION
SAMPLE NUMBER. 2H13- 632 A•UNV EB82 /PLUS UPL U
Width
2 =24'
Series
HB=High Bay
Mounting Arrangement
Blank =Stand Alone
R= Continuous Row Mount
No. of Lamps
6 =6 Lamps
Lamp1)rpe
32 =32WT8 Lamps (48
28T5.28WT5 Lamps (481
54T5= 54WT5HO Lamps (481
Distribution
Blank= Medium (Specular Aluminum)
G =Wide (High Reflectance White)
Shielding
Blank =None
A= Prismatic Acrylic Lens Doorframe
WG =Wireguard Doorframe
A/WG =Acrylic Lens, Wireguard Doorframe
CL=ClearAcrylic Lens Doorframe
CL/WG =Clear Lens, Wireguard Doorframe
CUDWG =Clear Lens, Drop Wireguard Doorframe
DWG=Drop Wireguard Doorframe
A /DWG Acrylic Lens, Drop Wireguard Doorframe
NOTES: ('IRequires use of MC_ MPC cord ccossories, specify voltage fo plugs p)V"nage must be specified whe rdsred with plugs, motion erne
ge cy ballasts p ballast systems 'table fo ope ado in ambient vii nments up to 104 °F (40 °C) in ope uptight configu ado °ER8 and EBB ballast sys-
tems unable fo ope alto In ambient envir nments up to 122°F (50°C) in open uptight configuretio °Specify voltage lamp ballast conf /gu ado nN for T5
UNC vents:. 2/3 lamp ballast nfigu ati in EBB/PLUS my fo T8 UNC sio InEHT /HT5/HCT5 ballast systems uiteble fo ambient envir nments of
to ed 149 °F (65 °C) In ope uptight nfigu ation nd les lens optio piUs in high abu applications ch 5 gymn slums i Lensed 6-LampT5H0 lum1
air must High Ambi nt ballast optio (EHT) hrtDimming ballast must be specified at time of orde
.,t
ship
Made 'r orNe
Family
2HB
No. of Lamps
6 =6 Lamps
LampType
32 =32WT8 Lamps (48
54 =54WT5H0 Lamps (481
I I
Voltage'
UNV= Universal 120/277
Voltage
UNC=Universal 347/480
Voltage'
120V =120 Volt
277V =277 Volt
347V =347 Volt
480V =480 Volt
Options
Lamps Installed
L8830 =T8 Lamp, 85CRI 3000K
L8835 =T8 Lamp, 85CRI 3500K
L8841 =T8 Lamp, BSCRI 4100K
L8850 =T8 Lamp, 85CRI 5000K
L5830 =15 Lamp, 85CRI 3000K
L5835 =T5 Lamp, 85CRI 3500K
L5841 =T5 Lamp, 85CRI 4100K
L5850 =T5 Lamp, 85CRI 5000K
GL= Single Element Fuse
GM= Double Element Fuse
EL= Emergency Installed'
BallastType
T8 Systems
EBB =T8 Electronic Instant Start.'
T Total Harmonic Distortion 10%
No. of Ballast
2 or 3
EB8-JPLUS=T8 Electronic Instant Start?' nt
J High Ballast Factor >1.15.Total
No. of Harmonic Distortion 10%
Ballast
2 or 3
ERB =T8 Electronic Program Rapid Start!'"
1 Total Harmonic Distortion <10%
No. of Ballast
2 or 3
ER8 /PLUS =T8 Electronic Program Start?"
High Ballast Factor >1.15.Tota(
No. of Harmonic Distortion 10%
Ballast
2 or 3
TO Systems
EBT =T5 orT5HO Linear Electronic Program
Rapid Start."'"
Total Harmonic Distortion 10%
No. of Ballast
2 or 3
EHT -T5H0 Linear Electronic Program Start
High Ambient.° to m
Total Harmonic Distortion 10%
No. of Ballast
2 or 3
DIM=Consult Factory
Quick Ship Ordering Information Sample Numbe 2H6632PS- MP -UPLL5
Quids Ship orders ship in 5 drys to Mar quantitie of to eed 200 pie
Include V Hangers
NOTE Orde elves a0e ntered the following day. 10 rapid lnstallado
NOTES: 1 Recommended when utili ng Motio Sensor optio M Requlr
BallastType
TSHO Systems
T5 =(2) 120/277V 4/2 LampT5 Electronic
Program Rapid Start"
HT5 =(2) 120/277V 4/2 LampT5 High
Ambient Electronic Program Rapid Start""
HCT5 =(2) 347/480V 2 LampT5 High
Ambient Electronic Program Rapid Startle
T8 Systems'
Blank =(2) 120/277V 4/2 Lamp T8 Instant
Start Electronic
PS =(2) 120/277V 4/2 LampT8 Electronic
Program Rapid Start"
Power Receptacle
Blank =Standard Wiring to
Access Plate
MP= Modular Power
Receptacle °I
Uptight
Blank =No Uplight
UPL=Uplight
Lamping
L4 =Lamps Installed 85 +CRI 4100K l
L5 =Lamps Installed 85 +CRI 5000K
use of Module cord and plug acre rte l lume (3100 initial)T8 tamps
upplied.
2HB
Options Packaging
NUA =No uplight apertu es U =Unit Pack
in housing. (Cannot be PAL Palletized
combined w/UPL) Out of Carton
UPL=UplightApertures PALC=Palletized
MWS =ModulerWrring System In Carton
MS =Aisle Coverage Motion Sensorla
MS0 =360' Coverage Motion Sarisorl
C3.3' Power Cord
C6=6 Power Cord
G2= Gasketed Door (Require Selection of
Lensed Doorframe)
MP= Modular Power Re eptaclel'
PC3 =3' Power Cord Plug (Spe ifyVoitage)°
PCB =6' Power Cord Plug (SpecifyVoltage)
Accessories (order separately)
HBAYC -CHAIN /SET /U.(2)V -Hook Hangers,
36" Chain Sets w/S- Hooks'
HB- SPM= Single Monopoint Hanger w /Hub
RH -1= Retrofit Hanger
FH -1= Fixture Hook
FL-1= Fixture Loop
Y-TOGGLE- Y MountingToggle 82 Cable
(Specify 10' or 30')
MC3 =3' Modular Power Cord
MPc3 =3' Modular Power Cord Plug
(Specify Voltage)
MC6 =6' Module Power Cord
MPC6 =6' Modular Power Cord Plug
(Specify Voltage)
MMS- CPD1200H =Aisle Motion Sensor, Box,
Modular Power Receptacle (120 -277V)
MMS- CPD500H =360° Motion Sensor Box,
Modular Power Receptacle (120 -277V)
Doorframes (for field installation?*
2H8- 4- A -W /FRM PK= Prismatic Acryli Lens
Frame (2HB)
2HB- FRM /CL PK =Clear Acrylic Lens Frame
(2HB)
2HB- FRM/WG PK =Wireguard Frame (2HB)
2HB- FRM /CL/WG PK =Clear Acrylic Lens,
Frame nd Wireguard (2HB)
2HB -FRM /LENS /DROPWG PK =Drop
Wireguard, Prismatic Lens and Frame (2HB)
2HB -FRM /LENS DROPWG PK =Drop
Wireguard, Prismatic Acrylic Lens and Frame
(2HB)
2HB- FRM /DROPWG PK =Drop Wireguard and
Doorframe
Visit our web site at www,cooperiighting.com
COO ER Lighting Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 6/09 ADF023033
Product Details
I Return to search I
Abbrev With Packaging Info.
Actual Length (in)
Actual Length (mm)
Average Rated Life (hr)
Base
Bulb
Color Rendering Index (CRI)
Color Temperature /CCT (K)
Diameter (in)
Diameter (mm)
Family Brand Name
Industry Standards
Initial Lumens at 25C
Mean Lumens at 25C
Nominal Length (in)
Nominal Wattage (W)
Product
Number.
Order
Abbreviation:
General
Description:
Product Information
F032841XPSECO3 30 /CS 1 /SKU
47 78
1213.6
36000
Medium Bipin
T8
85
4100
1.10
27 9
OCTRON® 800 XPS ECOLOGIC ®3
ANSI C78.81 2001
3100
2945
48
32.00
Additional Product Information
Product Documents. Grape. and Images
Pac in Information
I Print Pagel
F032 /841 /XPS /ECO3 LAMP
48' MOL, T8 OCTRON XPS Extended Performance Super
fluorescent lamp, 4100K color temperature, rare earth
phosphor 85 CRI, ECOLOGIC suitable for IS and RS
operation, ECOLOGIC ®3
21681
Footnotes
The 36,000 hour average rated life of the linear 2,3 and 4 foot OCTRON® XPS /ECO
lamps is based on operation at 3 hours per start on a QUICKTRONIC® programmed start
ballast. If operated on other ballasts for T8 OCTRON lamps, lamp life will be 36,000
hours for programmed rapid start operation and 24,000 hours for instant start operation
at 3 hours per start.
Approximate initial lumens after 100 hours operation.
The life ratings of fluorescent lamps are based on 3 hr burning cycles under specified
http.// ecom. mysylvanla .com /sylvaniab2c /catalog/query do ?query= 21681
Page 1 of 2
12/9/2008
WP3H250PSQ
SPECIFICATIONS
Finish:
Chip and fade resistant polyester powder
coating
Housing:
Die cast aluminum 1/2' NPS tapped holes
top, both sides and back for conduit or
photocontrol. Hinged refractor frame,
Continuous silicone rubber gasket.
Reflector.
Specular anodized aluminum, removable for
installation. Symmetrical light pattern
maximizes distance between fixtures.
Color
Bronze
ORDERING INFORMATION
Metal Halide
Lamp supplied with fixture
Add suffix to Catalog Number
Total
Watts
250
Lamp
Type
ED28
Factory Installed Options Tamperproof screws /TP)
Swivel Photocontrol /PCS)
Single fusing for 120 and 277 volt /F)
Note: Specifications may change without notice
RAB Lighting, Inc. 170 Ludlow Ave. Northvale, NJ 07647
m 2009
DESCRIPTION
Large wallpack with aluminum precision die cast construction and tempered glass
refractor Lamp supplied.
UL Listing:
Suitable for wet locations. HID fixtures can
be wired with 90° C supply wiring if supply
wires are routed 3' away from the ballast.
Patents:
RAB sensor and fixture designs are
protected under U.S and International
Intellectual Property laws
Pulse Start:
Pulse Start metal halide for increased lamp
life, lumen maintenance, color uniformity and
efficiency
Weight:
25.5
JOB NAME.
DATE:
TYPE.
DIMENSIONS
4
?Qtrn
Lamp Starting Amps/ Operating Amps
Base Ballast 120V 208V 240V 277V
Mogul CWA -HPF QT 1 4/2.5 .8/1.2 7/1.0 .6/ 11
40 7 -n,
PHOTOMETRIC
250w HPS 16 Mounting Height
mounting
tflatvt Mutt;Aifss,
4
10' 2.6
P 18
1 10 1.0
20' .0
124' .5
32' .3 1
y:..
.1.1, y
2 1 0 1 2 3
Muti4.1
Input LAMP Initial Lamp
Watts ANSI Lumens Hours
288 M138 25000 15000
Multiplier
Wars NOS vMH
I 29PPS 7
250 10 .7
25CPS s
3i� ;PS 1
1350PS 1.1
((400 1.8 1
4000S 1.4
Quartz Restrike /QR)
Double fusing for 208 and 240 volt /FF)
Button Photocontrol wired for 208 277 volt /PC2)
Button Photocontrol /PC)
Te1:1613MB431101 fax: 888 RAB -1232 www rabweb com
PERIMETER
WALL. PACK.
:NRG 3006`SERIES
APPLICATIONS
Entry or perimeter security lighting applications for commercial buildings,
shopping centers, schools, and apartment complexes.
SPECIFICATIONS
Full polycarbonate front provides vandal resistance and efficient spread.
Lateral coverage is 5 times the typical mounting height of 6 -10 feet. Molded
bronze finish for lasting appearance. Fluorescent photocontrol version available
in white.
Rugged cast aluminum back housing for rigid mounting. Bottom 1/2' conduit
knockout for surface conduit wiring. Back hub allows access to recessed
wiring boxes.Two point mounting. Additional center -pin torx screws provided
for tamper- resistant applications.
Units available with or without 120V button photocontrol.
Lamp Included. Vertical medium base socket or universal 4 -pin fluorescent.
LISTINGS
UL 1598 listed for use in wet locations.
US
ORDERING INFORMATION
Catalog Number'
w/o Photocontrol w/ Photocontrol
NRG301B
NRG307B
N RG350B NRG350B -PC
N /A
N RG306B
N/A
NRG304B
1 Lamp Included
2 Photocontrol wilts are 120 von only.
PHOTOMETRIC REPORTS
Catalog Number
NRG307B
Outdoor Lighting
N RG301B -PC
N RG307B -PC
NRG308B -PCW'
N RG308B -PC'
NRG304B -PCW'
N RG304B -PC'
u
Cat.
Job type
Wattage Voltage Color Weight
lbs. kg
HIGH PRESSURE SODIUM
50 120
70 120
METAL HALIDE
50 120
ELECTRONIC FLUORESCENT
26
26
42
42
Report
HP10055.IES
120 -277
120 -277
120 -277
120 -277
Bronze 5.0 2.3
Bronze 5.0 2.3
6.0 2.7
White 6.0 2.7
Bronze 6.0 2.7
White 6.0 2.7
Bronze 6.0 2.7
Approvals
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
A
A
5.39'
137 mm
Hubbell Outdoor Lighting 701 Millennium Boulevard Greenville, SC 29607 PHONE: 864 678 -1000
For more information visit our web site: www.hubbell Rg.com
B
Outdoor.ighting,
B
11.02'
280 mm
c
C
6.89'
175 mm
Copyright 0 2007 HUBBELL LIGHTING NI Rights Reserved NRG300BSPEG R1 0/07 Printed In USA