Specifications a a.
Ira 'di?, 97-- o'3
U Form 2a Project Name: RIe. AU Page: I
SUMMARY
1
Project 1. Project R 14e- t41'.
1 2. Project Address I 2 29 D S. V 5 cL 0 1■ s FeY r
3. City/Town - 1 - p'K p Q , 4 ^ 5. County
1 J
4. Building, Gross Area (R) 1 6 (1 6o 54,pt 6. No. of floors I
•
I Chapter Type ID Description Attached
Attached Building Envelope Form 3a Building Envelope - General ❑
Forms and
1 Worksheets Prescriptive Path - Zone 1 01 3c Prescriptive Path - Zone 2 ❑
Check boxes to 3d Simplified Trade -off ❑
indicate attached
1 forms and Worksheet 3a Wall U- factors ❑
worksheets. 3b Roof U- factors ❑
3c Floor U- factors • ❑
Systems Form 4a Systems - General 72c !
I 4b Complex Systems ❑
Worksheet 4a Unitary Air Conditioners - Air Cooled -
4b Unitary Air Conditioners - Water Cooled ❑
I 4c Unitary Heat Pump - Air Cooled ❑
4d Unitary Heat Pump - Water Cooled ❑
4e Unitary AC & Heat Pump - Evaporatively Cooled ❑
I 4f Packaged Terminal Air Conditioner - Air Cooled 01 4g Packaged Terminal Heat Pump - Air Cooled ❑
4h Water Chilling Packages - Water & Air Cooled ❑
I 4i Boiler - Gas -fired & Oil -fired ❑
4j Furnaces and Unit Heaters - Gas -fired & Oil -fired
Lighting Form 5a Lighting - General
1 5b Interior Lighting Power - Occupancy Method
5c Interior Lighting Power - Space -by -Space Method ❑
Worksheet 5a Interior Lighting Power ❑
1 5b Lighting Schedule 01 -
5c Interior Control Credits ❑
,
7. Name / /
��� o,•�IS 10. Telephone 1�1- 'S2'�.3��2
� L
8. Compan I.I Gl A sS 0 c; aces 11. Date q - 6 —7
1 9. Signature
1 No. of Pages Description of Document
I
(6/96) Forms 1_,
--- IMIMIIIIIIIIIII
Form 4a
SYSTEMS - GENERAL j Proect Name:
i ■ A, Page: 2
ii 1. Eaceptions (Section 1313)
❑ No HVAC. The building plans do not call for an HVAC system. Skip to Item 12 below.
I Exceptions ❑ Exception. The building or part of the building qualifies for an exception from the code HVAC
See a discussion of requirements. The applicable code exception is: Section 1313, Exception . Portions of the
qualifying excep- building which qualify:
lions on p. 4 -14
1
U See p.4 -14 fora 2. Simple or Complex Systems (Section 1313.2)
discussion of simple Simple System. The planned HVAC system qualifies as a Simple System.
vs. complex form (4a) equipment efficiency eq If true, complete this
q
systems. ( ) and a ui ment efficienc worksheets as required. Form 4b is not required.
11 ❑ Complex System. The planned HVAC system is a Complex System. Complete this form (4a),
Form 4b and equipment efficiency worksheets as required.
Exceptions 3. Economiser Cooling (Section 1313.1.2)
II Complex Systems ❑ No Cooling. The building plans do not call for a new fan system with mechanical cooling.
may claim the same y
Complies. The new fan system has an air economizer capable of modulating outside air and
exceptions allowed p
I for Simple Systems, return dampers to provide up to 85 percent of the design supply air as outdoor air.
plus
allowed inp ❑ Exception — Simple Systems. The new fan system qualifies for an exception. The applicable
Section 1313.1.2. code exception is: Section 1313.1.2, Exception , or Section 1313.2.1. Portions of the
See p. 4 -15 fora building which qualify: .
discussion of these ❑ Exception — Complex Systems. The new fan system qualifies for an exception. The applicable
exceptions. code exception is: Section 1313.1.2, Exception , or 1313.3.1, Exception _. Portions of
the building which qualify:
1 4. Economizer Cooling - Ovespressnrisiag (Section 1313.1.2)
❑ No Economizer. The building plans do not call for a new fan system with an economizer.
I ' 2 Complies. The drawings specifically identify a pressure relief mechanism for each fan system
that will exhaust the extra air introduced by the economizer, and the economizer system is
capable of providing partial cooling even when additional mechanical cooling is required to meet
i the remainder of the load.
5. System and Zone Controls (Sec. 1313.1.3.1 & 1313.1.3.2)
I X Complies. All new HVAC systems include at least one temperature control device responding to
tempreatures within the zone. _
❑ Exception. The new HVAC system qualifies for an exception from the zone control require -
Exceptions ments. The applicable code exception is: Section 1313.1.3.2, Exception 1 and 2. Portions of the
I See a discussion of building which qualify:
qualifying excep-
tions on p. 4 -16. 6. Control Capabilities (Sec. 1313.1.3.2.1)
I , Complies. Zone thermostats are capable of being set to the temperatures described in Sec.
1313.1.3.2.1. Where used to control both heating and cooling, zone controls shall be capable of
providing a temperature range or dead band of at least 5 degrees F within which the supply of
I heating and cooling energy to the zone is shut off or reduced to a minimum.
E xceptions ❑ Exception. The building qualifies for an exception to the dead band requirements. The appli-
See a discussion of cable code exception is: Section 1313.1.3.2.1, Exception
J qualifying excep-
tions on p. 4 -16.
I
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Form 4a (cont.) Project Name: 1e. Page:
SYSTEMS - GENERAL
7. Off -hour Controls - HVAC Systems (Section 1313.1.3.3)
',< Complies. All new HVAC systems are capable of automatic setback or shutdown during periods
of non -use or alternate use of the space served by the system.
❑ Exception. Equipment has full load heating demands of 2 kW (6,826 Btu/hr) or less and is
controlled by a readily accessible manual off -hour control.
8. Off -hour Controls - Supply and Exhaust Systems (1313.1.3.3)
•
24 Complies. Plans require that outdoor air supply and exhaust systems have a means of auto- •
matic (either motorized or gravity damnper) volume shutoff or reduction during periods of non -
use or alternate use of the space served by the system.
❑ Exception. The building qualifies for an exception to the requirement for automatic shutoff or
reduction. The applicable code exception is Section 1313.1.3.1, Exception
9. Heat Pump Controls (Section 1313.1.3.4)
No Heat Pump. The plans/specs do not call for a new heat pump.
O Complies. All new heat pumps equipped with supplementary heaters are controlled as required
in Section 1313.1.3.4.
10. Equipment Performance (Section 1313.1.4)
❑ No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment,
combustion heating equipment or heat - operated cooling equipment.
Complies. All new HVAC equipment has efficiencies not less than those required by the code.
The following equipment efficiency worksheets are attached
11. Duct Insulation (Section 1313.2.2 & 1313..3.2)
O No Ducts. The building plans/specs do not call for new HVAC ducts or plenums.
• Simple System: Complies. The plans/specs call for a Simple System, and all exterior supply/
return air - handling ducts and plenums and all outside air ducts are insulated as required by Sec.
1313.2.2.
❑ Complex System: Complies. The building plans/specs call for a Complex System, and all air -
handling ducts and plenums are insulated as required by Sec. 1313.3.2.
12. Piping Insulation (Section 1314)
{ No New Piping. The building plans/specs do not call for new piping serving a heating or cooling
Exceptions � P 9• 9 P P P P 9 9 9 g
system or part of a circulating service water heating system.
See a discussion of 0 Complies. All new piping qualifying excep- P p g serving a heating or cooling system or part of a circulating service
tions on p. 4 -17. water heating system complies with the requirements of the Code, Section 1314.1.
0 Exception. New piping qualifies for the following exception: Section 1314, Exception .
13. Service Water Heating (Section 1315)
O No New Water Heating. The building plans/specs do not call for new water heaters, hot water
storage tanks, service hot water distribution systems, swimming pools or spas.
Exceptions Complies. All new water heaters, hot water storage tanks, service hot water distribution sys-
See a discussion of tems, swimming pools or spas comply with the requirements of the Code.
qualifyin g excep- 0 Exception. The applicable code exception is, Section , Exception . Portions
tions on p. 4-18. of the building which qualify:
11 1
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Ilimainall 1011111111111111
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I Worksheet 4a Project Name: ; � A i Ak Page: Li_ ',;
UNITARY AIR CONDITIONER - AIR COOLED
Equipment ( (b) (c) (d) (e)
See p. 4 -19 fora Proposed
discussion of Performance
equipment ratings
Cooling
and equipment Seasonal Compliance i
definitions. Equip. ID Model Designation Capacity Steady or Part Schedule
9 (Btu /h) State Load (A -E)
RTOH casecer `f8 NS 012 / ZO 1\. `t C
KTU7 )'- I 42 f - fi r .c Ii-fO,4V0 ¶I Gl-t8 C
1. Does the proposed equipment meet the required equipment efficiency?
Enter °Y° if yes.
2. Check boxes to indicate the source of information:
•
D ARI Unitary Directory, Section AC (Enter the page number)
ARI Applied Products Directory, Section ULE (Enter the page number'
a
Product data (Attach data furnished by the equipment supplier)
Cooling Capacity (Btu /h) Minimum Rating
la Compli-
ance But not Steady Seasonal oc
Schedule Equipment Type Over over - State Part Load
Single Package 0 65,000 na 9.7 SEER
A Without a 65,000 135,000 8.9 EER 8.3 IPLV
Heating Section 135,000 760,000 8.5 EER 7.5 ILPV
760,000 - 8.2 EER 7.5 IPLV
Split System 0 65,000 na 10.0 SEER
B Without a 65,000 135,000 8.9 EER 8.3 IPLV
Heating Section 135,000 760,000 8.5 EER 7.5 IPLV
760,000 - 8.2 EER 7.3 IPLV
Single Package 0 65,000 na 9.7 SEER l
C With a 65,000 135,000 8.9 EER 8.3 IPLV
Heating Section 135,000 760,000 8.3 EER 7.3 IPLV
760,000 - 8.0 EER 7.3 IPLV
Split System 0 65,000 na 10.0 SEER
D With a 65,000 135,000 8.9 EER 8.3 IPLV
Heating Section 135,000 760,000 8.3 EER 7.3 IPLV
760,000 - 8.0 EER 7.3 IPLV
E Condensing Unit Only _ 135,000 - 9.9 EER 11.0 IPLV
4 -4
Systems
rsisF1
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Worksheet 4j Project Name: I\ ,s-e. A i j Page: 5
I FURNACES & UNIT HEATERS — GAS & OIL -FIRED
I Equipment (a) (b) (c) (d) (
Proposed
Equip. ID Model Designation Heating Compliance '
Capacity Et (Max.) Et (Min.) AFUE Schedule
(Btu/h) (A — E)
0H- I Rezrlov FE 25, ON 1-g/ N/A D
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Compli- Minimum Performance
ante Equipment Type Over But not Steady Steady State Part Load
S chedule over State Max. Min. Rating (AFUE)
Rating (E) (Et)
I A Gas -Fired Warm -Air 0 225,000 na na 78%
Furnaces & Combination 225,000 — 80% 78% na
Furnace /AC
4 B Oil -Fired Warm -Air 0 225,000 na na 78%
Furnaces & Combination 225,000 81% 81% na
Furnace /AC
C Gas -Fired Duct Furnaces 0 — 78% 75% na
D Gas -Fired Unit Heaters 0 78% 74% na
E Oil -Fired Unit Heaters 0 — 81% 81% na
1 (6 /96) Forms & Worksheets 4 - 13
T
II J ' L M � 5a Project Name: M 1 %. Page:
U LIGHTING - GENERAL
1. Interior Exceptions (Section 1316.1)
I ❑ No Interior Lighting. The building plans do not call for new or altered interior lighting. Skip to
Item 4, Exterior Building Lighting — General, below.
Exceptions ❑ Exception. The building or part of the building qualifies for an exception from code lighting
I See a discussion of requirements. The applicable code exception is Section , Exception . Portions of the
qualifying excep- building which qualify:
tions on p. 5 -7.
2 Shut -off Controls (Section 1316.1.2.1,1)
"Ef Complies. At least one local shut -off lighting control for every 2,000 square feet of lighted floor
area and for all spaces enclosed by walls gr ceiling height partitions. This control(s) is detailed in
the building plans on drawing number t':
Exceptions ❑ Exception. The building or part of the building qualifies for an exception. The applicable code
See a discussion of exception is Section 1316.1.2.1,1, Exception . Portions of the building which qualify:
I qualifying excep-
tions on p. 5 -8.
3. Office Controls (Section 1316.1.3.1,3)
I 0 Not an Office Occupancy over 2,000 square feet.
0 Complies. All interior lighting systems are equipped with a separate automatic control to shut off
the lighting and local override switching. These control(s) are detailed in the building plans on -
I Exceptions drawing number .
See a discussion of 0 Exception. The building or part of the building qualifies for an exception. The applicable code
qualifying excep- exception is Section 1316.1.2.1,2, Exception . Portions of the building which qualify: ,
1 tions on p. 5 -9
Definition 4. Exterior Building Lighting - General
I EXTERIOR O No Exterior Building Lighting. Skip the rest of this form.
BUILDING 0 Complies. Complete items 5 and 6 below.
LIGHTING is
lighting directed to
I illuminate the 5. Exterior Building Lighting Controls (Section 1316.1.2.2)
exterior of the ❑ Com li
building and p es. The building plans require that all exterior building lighting is equipped with automatic
adjacent walkways controls described in Sec. 1316.1.2.2. These controls are detailed in the building plans on
and loading areas drawing number
with or without
. canopies. 0 Exception. The exterior building lighting is intended for 24 -hour continuous use.
6. Exterior Building Lighting Power (Section 1316.3.3) , i
0 Complies. The plans do not call for incandescent lamps greater than 10 watts for use in exterior
building lighting.
0 Exception. The building plans indicate luminaires with incandescent lamps greater than 10 . I
watts, but they are 5 percent or less of the total installed exterior lamps.
. . I
(6 /96) Forms & Worksheets g _ 1
I �w Page:
Worksheet 5a
Project Name: 1-)'pg >
I LIGHTING SCHEDULE
I `Enter the number ( a) (b) (C)
and type of lamps in Lamp' Ballast'
the luminaire. See Luminaire Tab
Table Sb for typical Lum. Fixture Power Sb
I lamp codes. ID . Description
'Enter the number No. Description No. Description (re)
and type luminballasts Og ' X0 T ok 6/ f „... I E lzur 11 X
1 in the lumina;re. For I�_6 /7 7
fluorescent and 1 . 1
high intensity , I .. 11\ 1 4 (, I r' b' ` l 1 '
d;pic al arba llast lamps.
typical r ` ., r t , •
pic ba I _� ;;• �1:.� '1�
I abbreviations are:
MAG STD e Mil 1 `: it ` ' 1 i Co- A j
Magnetic Standard • x i 1 • # 6 �l �/i
•MAG EE for ` r l � , I �ll
magnetic energy- A. X
efficient .0 I /Al, i
•ELECT for
I electronic
,1 I d7 1, P / )0 . -7'. X
See Tale 5b for
a. r - I Q • l ic# 1 • 7 •
other ballast � x
abbreviations. V T' ; 1 3 1 / • — "4
Ming 1 r . • ' i flii '. Pio 'S 1 nit ''''''t X. _
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Worksheet 5b Project Name: f'{. 3 ►V Page:
INTERIOR LIGHTING POWER
'Enter the quantity (a) (b) (C) (d) (e) (1)
for every non- Lighting
exempt luminaire.
Do not consider Room or Room or Plans Designatior Luminaire IC Quantity of Luminaire Power
track lighting on this Sheet No. Luminaires' Power , (d) x (e)
form. Track lighting /�
is accounted for on .7 S 4 A AW 1461 I �. "G3
Form 5b. ���
j P R _ Il g .
p A q P15 i i 05 5
t- b . I 62, 62..._
6?--- ,19+
roitors E Pte
9 4- c42.-- 2.4- Aicip
-�Jk 4 1C 6 • 14
I - 9 2 61- 4
1 Ow volfrEfrox. ae-6 i, 1,15 11,010
7 5 'v ' y ,7 _ �31 U' ?
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r 55 c6
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I 1. Page Total. Total the amounts in column (f).
(6/96) Forms & Worksheets 5 -
P. i Page: '
Project Name: a •
Form 5b — OCCU 8nC Me th o d ! �,
IN TERIOR LIGHTING POWE
i
Max Lighting
Retail
lerchan or - (a) Power Power
dn Floor Budget
Area Allow.
dies (�� (yym2) ((c -d)xef
Lighting Group 0 o
Power It area is less than 2,000 ft 11111111 'Group M) enter area in this row ® 6, _
If area is between 2,000 0 and and 6,000 tt enter
2,000
area in (c), this row
If () 6'000 16,800 IN s 6.000 n2 I( r MI
enter area area exceed in (C), this row J
(c) (d) (e) Lighting
(a) (b) F loor Power Power
Uses Other Ceiling Poor Budget
Than Height (n2) 2) d x e
under 15 feet
Occupancy Use m
Group M Group �. >:> .....:;-
`"
See p. 5 -11 for 15 feet or more -
I instructions.
under 15 feet
1 - 15 feet or more m __ ;:M1;'.,;` .' ,: -
under 15 feet or 15 feet "'` ° ; ` ; ,,, -
- -- "` ` ' ``'' ' ;' MN _
1. Total Interior Lighting Power Budget (Watts). Add amounts in column (g).
1 2. Sum the page total(s) from Worksheet 5b. M �.
3. Total linear feet of track lighting.
1 4. Multiply line 3 by 50. ✓ 6
5. Total Interior Lighting Power. Add lines 2 and 4. O '
1 6. Total Control Credit from Worksheet 5c. 0 ✓
7. Total Adjusted Lighting Power (W). Subtract line 6 from line 5. ■
1 6. . Does design meet the budget? Enter "1" if line 7 is less than line 1, otherwise redesign. MOM
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LETTER OF TRANSMITTAL TO: Job Are- A1D 7 Ggao
E KA Job No. 97 - 44 2 Date 9 97 •
4775 3w /// 7N Ave. Svc ZC Attention 6°43 KGA •
$EA ye/C. j oR 97 0 0 8 Re
WE ARE SENDING YOU THE FOLLOWING ITEMS:
%ATTACHED ❑ SHOP DRAWINGS ❑ CALCULATIONS ❑ SUBMITTAL DATA
❑ UNDER SEPARATE COVER: ,PRINTS ❑ SPECIFICATIONS ❑ CHANGE ORDER
VIA ❑ COPY OF LETTER OTHER
COPIES DATE OR NO. DESCRIPTION
/ 9 9 7 DPAwnu6 5 SK- / , SK -2 , 514.3 (892, x i/ vieeis)(57AmeEa )
(Der44.s fo/Z MEe . (Aver Ai1A cNMEPvYS )
THESE ARE TRANSMITTED AS INDICATED:
❑ FOR ACCEPTANCE ❑ FURNISHED AS SUBMITTED ❑ RESUBMIT COPIES FOR ACCEPTANCE
FOR YOUR USE ❑ FURNISHED AS NOTED ❑ SUBMIT FULL SETS CONSTR. DOCUMENTS
,LAS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW AND COMMENT ❑ REJECTED (SEE REMARKS) ❑ PRINTS RETURNED AFTER LOAN TO US
❑ RETURN MARKUPS WITH COPIES CORRECTED PRINTS FOR ACCEPTANCE PRIOR TO ANY DOCUMENT RELEASE
❑ FOR BIDS DUE 19 ❑ OTHER
REMARKS: 60•6 ..
/(EASE /SScde 77 -/SSE 5 t-TS To CoMT/eA c7oA
F CON $ Z v c /o N . ,
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COPIES TO: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
mom- MaSS NAME U /WN TE $NE/L -
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`: ROOF PLAN - MECHANICAL UNITS •
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X 0 N OTS: E I. RTU -I, RTU -2, RTU -3, RTU -4 REPLACE EXISTING ROOFTOP MECHANICAL UNITS. REUSE
tzl
tzi EXISTING ROOF PENETRATIONS, BRIDGING, BLOCKING, ETC. SEE MECHANICAL AND
ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
Z z 2. SEE SHEET 5K -2 AND 5K -3 FOR FASTENER SCHEDULE TO ATTACH CURB 'TO ROOF
0 STRUCTURE.
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SHORT
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A ll ,..--- MECH. UNIT
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I EXPIRES:12 /31/ 8
FASTENER SCHEDULE FOR
RTU -1, RTU - 2, RTU - 3, RTU - 4
C JOB: BERRY- NORDLING
RITE AID
ENGINEERING CLIENT: EKA JOB NO.: 97 -442
INCORPORATED DATE: SEPT 97 BY: JAT SHEET NO.:SK -2
3607 SW CORBETT AVE., PORTLAND OR, 97201, 503 - 227 -7783, FAX 503 - 227,7784 lg.
.
ri_ (E) BLOCKING
(VERIFY)
COMPRESSOR COMPRESSOR •
• ` .. FASTENER l4 TOTAL PER UNIT)
SEE DETAIL
PLAN C (E) ROOF JOISTS
( VERIFY)
•
All II MECH. UNIT
(E) ROOF FASTENER: V. MIN. x 2' MIN.
PLY'D LAG SCREW
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EXPIRES:12 / 01
FASTENER SCHEDULE FOR !v
COMPRESSORS
� BERRY - NORDLING JOB: RITE AID
ENGINEERING CLIENT: EKA JOB NO.: 97 -442
‚ IS
■ , INCORPORATED DATE: • SEPT 97 BY: JAT SHEET NO.:SK -3
3607 SW CORBETT AVE., PORTLAND OR, 97201, 503- 227 -7783, FAX 503- 227,7784
eats ®^' Packs Fluorescent Battery Packs ►' °'( L .,,
,;.„
Se P ower Sentry
...
... , .
1 . rv , Catalog Number Example: PS1100 MK
i.
�
.::,.
... .,
i ' s '
- Base OPTION SUFFIXES
. Catalog 120V 220V 220V -240V
Number MK 2T8 50HZ 50HZ 60HZ
•.1 Factor
PS300 1
' Suffix Oeutlprjpp
ii
PS600 • •
EL PS300 „ ; r. . _
i (fluorescalltp
PSP500 • •
1, EL PSOII/P$DLl , :
PSP500 15- minute installation
- 'S1100 • • • • • installed 1p.
PS3000 • fluore installed* EL5 PS503 installed►
Patent No. 5,202,608. PSDL1 • EL6 PS600 installed'
i ''' PSP500 requires less than HALF THE CON- PSDL2 EL11 PS1100 instants?
NECTIONS of an ordinary battery ry pack Option Descriptions
.t
MK External mounting kit
, 2T8 Operates two 4 -foot T8 lamps
i - 120V, 50HZ 120V, 50HZ input
220V, 50HZ 220V or 240V, 50HZ input
220V -240V, 60HZ 220V or 240V, 60 HZ input
'
Accessories
(order separately)
�-:"■ Cat. No. Description
- ELA RTS Remote test switch and pilot light (PS300 and PS500/
.--
ELA RTS11 Remote test switch and pilot light (PS600 and PS11001
•
ELA RTS30 Remote test switch and pilot light (PS3000)
i PS1100 ELA PSTS Double -pole, single throw test switch (no pilot light) -
.11F ELA PSMK External mounting kit -two required (PS1100 only) f
PS300 Economical price ELA PSDMT External mounting tray (PS3000 , PSDL1, PSDL2)
ELA PSRME Remote mountin enclosure (PS300, PS500, PS600, PS1100)
y
PS500 Universal capability
PS600 600 lumen output Electrical Application Data Lamp Compatibility/Light Output
AC INPUT
-;---)0PS1100 1100 lumen output Volts Amps Watts Lamp
pe # Lamps Initial 4
Type Operated Lumen Output
PS300 120 .28 2.5 13W quad -tube 1 595
277 .25 2.5 PSDL1 18W quad -tube 1 800
PS3000 Full light output
PSDL1 Quad -tube lamps PS500 220 .26 2 26W quad -tube 1 970
• PSDL2 Twin -tube lamps PS600 PSDL2 9w twin -tube 1 490
120 .27 2.2 13W twin -tube 1 565
277 .26 2.2
PSP500 120 .09 2.2
Features suffix 277 .10 2.5
NOTES:
$110 3.3 1 To order a factory- installed battery pack, add sux to
Power Sentry battery packs operate fluores- 2 17 .25 3,2 fluorescent fixture catalog number. y
cent lamp(s) at an initial output of 10% to 95% 2 To order a factory- installed battery pack add suffix to
9 providing optimum, PS3 120 .09 9.6 fluorescent downlighting fixture catalog number. PSDL1/
offull lumen ratin roviding p PSDL2 will be determine
tage)
free a matically based on whether
, glare- 2 17 . 04 .
102 fixture operates twin -tube or quad -tube lamps. (Available
ree emergency illumination for a minimum 0 for Gotham and Advantage.) T
f re e utesupon interruption of normal power.: ,: -. P SDL1 120 340 3.8 3 Mounts up to e' from battery pack.
• 277 .310 3.9 Special voltages/frequencies available; consult factory. For
r: ' lamp/ballast compatibility, see page 213.
PSDL1 operates one 13W, 18W or 26ii , PSDL 120 .340 3.8 For application guidelines, see page 221.
quad -tube fluorescent lamp at up to 70%
277 310 3.s All dimensions are inches (millimeters) unless otherwise
.
initial lumen output PSDL2 operates one 9W
specified.
Or 1311V twin-tube compact fluorescent lam PS300/PS500/PS600/PSP500 PS1100
at 80% initial lumen output . _ " pr r- Cross Section End View Cross Section End View PS3000 PSDL1/PSDL2 ... im Cross Section End View Cross Section End View
Sealed, maintenance -free, high - temperature °
nickel cadmium batteries.
i c,
i _________ .
Housing ishi impactpolycarbonate(PS300 Length: 9
Length: 13.5/16 1338) Length: 1 5.3/13(3911
S500, PS600, PSP500) or 20 -gauge steel Bight: 1 -1//8 X Width: 3.3/16 Width: 2 -3/8 (601 Width: 5.5/9 (1431 Length 17.1/8 14 3)
(
C (...
PS1100, PS3000, PSDL1, PSDLZ', Weight: (PS500) 2.2 lbs. (1.0 kgs.) We Ali 45bs! 12.3 kgs.) we gh 10.3 (4.7 kgs.) we ht5 lbs. 12.3 405.1
Height: 1-11!16 1431
(PS300) 2 lbs. 10.9 kgs.) kg
ht: listed. IPS600) 1.8 lbs. (0.8 kgs.)
IPSP500) 2.5 lbs. 11.2 kgs.)
iiiii 212
/A LITHON /A LIGHTING
, -
Power Sentry Lamp /Ballast Compatibility
1 Lamp Type _
Wattage P S300 PSP500* PS500 PS60 PS1100 PS3 �^
� 000 PSDL1 PSDL2
i ' . U -Lamp T8 16 -31 1 1
1 1 -2 1 -3 1 -3
24 " -48 "T8 17 -32 ' 1
1 1 -2 1 -3 1 -3
- , 0" - 96" T8 40 - 59 1 1 ) 1
Circline T9
20 -40 1 1 1 1 1-2
U -Lamp T12 34 - 40 1 1 1 1 -2 1 -2 1-2
24" - 48" T12 20 - 40 1 1 1 -2 1 -2 1 -2
48" T12 32 - 40 1 1 1 1 -2 1 -2 1 -2
60 °- 96 "T12 50 -75
1 1 1
24 " -48" HO T12 35 -60 1 1 1
60 "- 96 "HOT12 70 -110 1 1 1
24 "- 48 "VHOT12 74 -115 1 1 1
60" - 96" VHO T12 135 -215 1 1 1
Compact Fluorescent
PL Twin -Tube (2 -pin) 9 - 13
1
PL Quad -Tube (2 -pin) 13 - 26
1
PL Twin - Tube (4 - pin) 9 - 13 1
.f. - P Q uad -Tube (4 -pin) 13 - 26
> ,, 1 1
Biax Twin -Tube (4 -pin) 18 - 40 1
1 1 1 1
W' Twin -Tube (4 -pin) 50
1 1 1 1
r i
StS Triple -Tube (4 -pin) l 26 - 32 1 1 1 1
- . r compatible with electronic ballasts or single -lamp ballasts.
?, p emergency operation for 1, 2, 3 or 4 -lamp ballasts.
SiT lamp emergency operation for 2, 3 or 4 -lamp ballasts.
x
O9Uon required for 2 -lamp emergency operation for 2, 3 or 4.-lamp ballasts.
,Y
i
794
-, .
tt, ' I Pol carbonate Exits
,
Exit Signs - . Contemporary Y
E 9G ®
Ca tal og Number Example: QM S W 3 R 120/277 EL t
1 tia i ... ,
GM S W 3 R 1201277 EL
Incandescent - - -�
Fluorescent R ed b lank Standard
• LED GM cent es non -
cent (blank Black G Green emergency
HIM 1 -lamp W White WR White on red2 EL Lead
fluorescent RW Red on white calcium
Features F2QM 2 lamp GW Green on white2 battery
fluorescent WG White on green2 EL N Nicad
Precision - molded polycarbonate housing is LED R/G Wart color panels battery`
impact and scratch - resistant, corrosion -
(red and gre ane
proof and UV- stabilized to resist discolors- :1 _ i1 i ,•_
1 1 20V 3 For ad
tion. sna t MOUNT installation. ins installation r� S Stencil 1 Single 3 For ton fixture
2 D 217 271V
i nlessohanfiv design allows for installation P Panels compatibility, ions see
in less than five minutes. 3 Single with extra 12087 Dual volta page 198.
faceplate and
Fully- assembled single -face exit with op- color panel tional extra faceplate for easy field conver-
sion to double face. •
Replaceable chevron directional indicator -
knockouts for choice of direction.
Energy - efficient 15W incandescent AC Accessories` ( order separately)
lamps provide 19,000 hours of life. 3.7W sub- hours of emergency illumination. Cat. Number Descriptio
miniature DC lamps provide more than two a t . Num for Kit for field conversion of 120V standard
exit sgns to o operation
' Energy-efficient fluorescent lamps provide
10,000 - 15,000 hours rated average life based
on continuous operation. Available with one
F7TT or two F5TT lamps.
Long -life LEDs with rated life of 25+ years and
very low energy consumption.
Industry's first Tru- Green LED exit.
• Maintenance -free lead calcium battery.
, back
Universal mounting capability — top, NOTES:
or end. Canopy included. 1 Not available with LED exits.
2 Notavailable�ilthstencil •faceexits.
• 3 Not available with LED or fluorescent emergency
I Standard 120V incandescent exit is UL listed
for damp locations. For all other Quantum exits.
Not available with fluorescent or incandescent
exits. .
2 exits, specify DL option. 5 For additional accessories, see page 199. ,
t atents All dimensionsereinches lmillimeterslunlessother- /
:a U.S, Patent No. 5,526,251. Ot p wisespetified.
pending.
r, UL listed.
am emergency *:
OM standard MA standard
Pr Lam standard KIM emergency
r WM emergenc p
ED 0 Q
EDIT M f
' END MOUNT TOP
{ .:Z; v END MOUNT TOP MOUNT BACK MOUNT Width: 131330)
Width: 12.1/4 (3111 Heigh 13 1 9 12501
l Height: 7.1/2 11911 (Add 7!2 1221 for csrwWl
Depth: 2.522 1671 for
(Add 722 1221 for canopy) Weight: 5.4 lbs. (2.4 tgs.l
i Depth: i : 2 lb
s.1.9 Weight: 2 lbs. 1.9 kgs.)
1
/A LITHONIA -
'.. ' .. ..
$i4
, )
PRIMARYCIRCUITS (l //,�
Type No. of Lamp V
?` Volts Faces Watts Amps Number
ti
Standard 120 1 or 2 li
incandescent 277 22.4 .22 15T6
1 or 2 22.4 .22 15T6
(Exill ncy 120 1 o 2 f
17 •13 15T6 _�
incandescent 277 !
I Emerge
1 or 2 30 .12 15T6
Standard 110 1 or 2
10 .19 F7TT
1 or 1 11 .18 F7TT ;;
Standard 120 1 or 2 l
fluor 2-lamp 277 19 .36 FSTT I fi
fluor. 1-lamp 277
1 or
Emergency 110 19 '35 F5TT �
1 or 2 25 .23 ,�,.
fluor. 2 -lamp 277 1 or 2 F5TT _�
27 Fy
LED red d 120 1 or 2 .57 04 n Standard incandescent •
271 1 or 2
Standard 120 1 .68 .05 Standard and emergency
LED green 277 1 or 2 72 05 rgency LEA
~.40-Emergency 120 1 or 2 f
LED red 217 ,art .11 04 3
05
92 .05 _ - y; . 1
Emergency 120 1 or 2 72 ' .. ,
LED green 277 1 or 2
91 .05
Std. LED red 120 1 or 2
X2 or Fl 277 l or 2 6.9 .035
EVil>
Std. LED green 120 1 or 2
X2 or Fl 277 1 or 12.2 .114 •
11.9 .049
Emer. LED red 1
• 20 1 or 2 i j a
F, FA or 277 1or2 10'5 114
■
10.5 .048 /
{ ` Emer. LED green 120
� 1 or 2 `�
15.3 .146
F, FA or Fl
277 1 or 2 15.3 .061 -. s ,- - *?l!1 11*It!. =
EMERGENCY CIRCUITS - Emergency incandescent
Option
e Suffix Volts Watts Lamp emergency
_ ,
E Amps Number Standard and eme �£
°C6 6 7•44 912 fluorescent ; I
''
Standard DC12 12 7
.58
". lncandescenU AC120 120 14 .58 C7
.:: LED AC277 277 14 .12
.12 7C7
it
• ' :`,
r :. Emir. incand. N/A 6 7.44 1.24 909 c
x. EMT. fluor.
N/A 6 7.44 1.24 909
•
• j
r v f
T
Quick -Mount Installation:
1) Connect jumper leads (provided) to AC input leads in J -box. Fasten
canopy to J -box bracket.
21 Remove faceplate from housing and snap housing onto canopy.
3) Connect input leads to leads at corner of housing wire channel.
Connect battery.
Q ( Snap out directional chevron indicators if necessa -
faceplate onto canopy. '
necessary) and snap
"}
i •
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SUPPLEMENTAL
STRUCTURAL CALCULATIONS
FOR
•
ENTRANCE CANOPY AT
RITE AID PHARMACY
REMODEL
(STORE # 5353)
•
GREEN WAY TOWN CENTER
PROfic
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12.1 7
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ExPIRES:12/31/
Contact Person: John Tesner
EKA 97-442
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ENGINEERING CLIENT: EKA JOB NO.: 97 -442
1111 INCORPORATED DATE: AUG BY: JT SHEET NO.: 2
3807 SW CORBETT AVE., PORTLAND OR, 97201, 503 - 227 -7783, FAX 503 - 227,7784
(fr. ig" a 3 F3
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SUPPLEMENTAL
STRUCTURAL CALCULATIONS
FOR
ROOF-TOP MECHANICAL UNITS
RITE AID PHARMACY
REMODEL •
(STORE # 5353)
GREEN WAY TOWN CENTER
PROf
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kJ. - 12,187
111°411 OREGON.
. •
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Contact Person: John Tesner
EKA 97-442
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SHORT
PLAN - DIMENSION
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CURB BY
MECH. UNIT MANUF.
(E) ROOF FASTENER: 34 MIN. x 2' MIN.
PLY'D L ( L5EW -
W 10 PRpFiC�� N !� * c j w , G I N h. a oy
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N 111111IS BERRY - NORDLING JOB: RITE AID
• c U ENGINEERING CLIENT: EKA JOB NO.: 97 -442
• J . , ■ INCORPORATED DATE: SEPT 97 BY: JAT SHEET NO.: 2
3607 SW CORBETT AVE., PORTLAND OR, 97201, 503- 227 -7783, FAX 503 - 227,7784 4S
(E) BLOCKING
(VERIFY)
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COMPRESSOR COMPRESSOR
—�— �-� FASTENER (4 TOTAL PER UNIT)
SEE DETAIL
.. PLAN C C C R
( E ) ROOF JOISTS
(VERIFY)
• AIIIII MECH. UNIT
(E) ROOF FASTENER: 34 5'0 MIN. x 2' MIN.
PLY'D LAG SCREW
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COMPRESSORS
V.•
BERRY - NORDLING JOB: RITE AID
ENGINEERING CLIENT: EKA JOB NO.: 97 -442
INCORPORATED DATE: SEPT 97 BY: JAT SHEET NO.: 3
3607 SW CORBETT AVE., PORTLAND OR, 97201, 503 - 227 -7783, FAX 503 - 227,7784 9L
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r IIC im BERRY-NORDLING JOB: RITE AID
ENGINEERING CLIENT: EKA
JOB NO.: 97-442
IIII/W, INCORPORATED DATE: AUG BY: JT SHEET NO.:
:1607 SW CORBETT AVE., PORTIAND OR, 97201, 503-227-7783, FAX 503-227,7784
FROM 1EKR- RRCHITECTS 1997.09 -16 22103 #027 P.05/0S
22B P02 SEP 16 '9? 14:47
• ' 4 ' Base unit dimensions =- 48HJ008 -014 . .iiist
•
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6
FROM •EKP- PRCHITECTS 1997.09 -16 22103 #027 P.04/06
&d P01 SEP 16 '97 14:47
• Accessory
dimensions 48HJ008 -014 ( _ _ _ _ _
•
ROOF
CURBS
• l� s� 4108 11:3
. ) ir ALT Ei UNIT 6122 .s- ..c.. 3 OWVIQONTIW L a• , .,�
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W NPT W IIPT W 1Vf
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3. Dimensions M+ 13 are In n1 .
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IS MO . BERRY - NORDLING JOB: RITE AID
IC II ENGINEERING CLIENT: EKA JOB NO.: 97 -442
■ , ■ INCORPORATED DATE: AUG BY: JT SHEET NO.:
3607 SW CORNETT AVE.. PORTIANO OR, 97201, 503-227-7783, FAX 503-227
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(8)(23 ,I )072.90000
(39- 5_)1: _
%O PL F .: • • . •
. :... 3.7 PSIS
... , ( oP ,oe-$/cou .
l BERRY- NORDLING JOB: RITE AID
ENGINEERING CLIENT: EKA JOB NO.: 97 -442
.■ , INCORPORATED DATE: AUG BY: JT SHEET NO.:I
3807 SW CORBETT AVE., PORTLAND OR, 97201, 503 - 227 -7783, FAX 503 - 227,7784
•4 (e) "TJ °' 3/ "oh 6 C. otil, 1 v
0 . . .
I f = 4-0# c7 f 9,5'
rorku W /OE 4A Orvt J,o /57 = 1/6. S PLF
SL flog.-r5 2 . of EACH :. .
L/NL TJu./ /7i/ NN /TS ... Pick.- W A; = /2!: PLF .
To - BAc,t > / /!o. . s orc
Fo2 Meth, UN /-r 1 CE') ?C" T,J/ /35c 31 "4
530' - ox -
= /3 PLF
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•
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..............
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i
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9; S PLF
K .... /Z ....... :6 PSf
.
(9• of pis /6N .
Di. i ". .
re. BERRY- NORDLING JOB: RITE AID
IL ENGINEERING CLIENT: EKA JOB NO.: 97 -442
INCORPORATED DATE: AUG BY: JT SHEET NO.: //
3607 SW CORBETT AVE., PORTLAND OR, 97201, 503 -227 -7783, FAX 503 - 227,7784
'. (E)20" TJ/ O Co0.,>'' . 0
<1 SSUM -
..... pA !2s of � T O 7/1c - 2 f 33 4 : 1 .. ... .... ,. . .
/o4.17 //rov fo,4 (e) . .= 7 ¢ PLF
IVIe UN /7 4410 NOW
154)64 °ill AIE4., u,., / ,.... . .IA/AL-Low - /2/ PLf . .. .
>74. 0/
(2)(1- )c7,) V"% A5/ M /t /÷ltdM OF
ti c
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48 P[. Jo/ $77 SvIP9 /27'
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TyPicAL sPA.c /
/0.5 / . .. 7 /# /o, 5'
2S
MA,AL = 24.7
( 3 2 � &5 Xt) ... •
wof� ,1 . 25 -
• 53 Pcf ... ...
A , A
=-A4 62.3 k . ... •
AA it
%
Pak MEcN, ii..//-T A/44dge
tau /v, UN/,wRN1 L oAD -
(8 )(24.7 )6 )(
_ 2 /PLF .
•
ere BERRY - NORDLING JOB: RITE AID
C ENGINEERING CLIENT: EKA JOB NO.: 97 -442
■.. INCORPORATED DATE: AUG BY: JT SHEET NO.: / 2
3607 SW CORBETT AVE., PORTLAND OR, 97201, 503 - 227 -7783, FAX 503 - 227,7784
• D (e)GL (0 3 k 34 0
0 .
•
.
�5 ±. - l.v Eac. aA• me -c.H.
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•
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2�
Pi. Ac / = 1..5fo )( 1 )= 7 020 *
) ? // 65 , .........
GL SELP wT = toO PLA
•
MEMQEIe P/{ 5SE5
Eg c e,c - r 602 SHEg2 ... ......
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v/= ( /¢�l 00 /: 7 ° 5150 ,
. O, s )C ) ... .
232;9
_34 - psi
El BERRY- NORDLING JOB: RITE AID
N[ ENGINEERING CLIENT: EKA JOB NO.: 97 -442
RP, ; , INCORPORATED DATE: AUG BY: JT SHEET NO.: /3
3607 SW CORBETT AVE., PORTLAND OR, 97201. 503- 227 -7783. FAX 503 - 227,7784
s
� )GL/37 Q 1/ 0
1,
loJ
Ph. p P I P P3
. • .
. . . , , . .
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/ 1 1 00 70 0#
26
P2DL. =.1.5 4° X -) 7 70 T0 # ... ...... •
(895)(1. /1435
3 3
p - (s ) = 89/0 #
P 50_. = ( 695 )( 3- 1`) °417 7 04L .
Gt. Sec F ... r 40, PLA ........... :............... . ..... . ..
(E) G( 43/4 3 ,.
— O t< •
•
BERRY- NORDLING JOB: RITE AID
EN CLIENT: EKA JOB NO.: 97 -442
I. , A INCORPORATED DATE: AUG BY: JT SHEET NO.: i 9'
3607 SW CORBELT AVE.. PORTLAND OR, 97201, 503 - 227 -7783, FAX 503 - 227,7784
Berry- Nordling Engineers, Inc.
7:607 SW Corbett Avenue •
Portland, CXn 97201
Date: 07/27/97 Page:
MLLTI -SPAN TIMBER BEAM DESIGN
RITE AID ROOFTOP MECH. UNITS
A MECH A DL +LL B MECH B DL+LL C MECH C OL +LL
GENERAL DATA 1 2 3 4 5 6
All Spans Simple Support ?? : YES
Spans Length ft : 39.50 39.50 28.00 28.08 28.00 28.00
End Fixity: • : Pin:Pin Pin:Pin Pin:Pin Pin :Pin Pin :Pin Pin :Pin
Beam Width in : 1.5Y. 1.500 1.500 1.500 1.500 1.500
Beam Depth in : 11.25 . 11.25 11.25 11.25 11.25 11.25
CALCULATED VALUES -OK- No Good! -OK- No Good! -OK- No Good! ANALYSIS Foie 1
F'b- Modified Allow. psi : 1006.3 1006.3 1006.3 1006.3 1006.3 1006.3 1
fb - Actual. psi : 740.9 7914.5 353.2 3976.9 780.5 1969.9 M A '/M L' M
F'v- Modified Allow. psi : 109.3 109.3 109.3 109.3 109.3 109.3 mom E /u - r O N L Y
fv (actual) * 1.5 psi : 45.5 177.8 33.4 124.3 14.9 61.6
Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 0.0
Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0
Max. Mom. @ Mid -Span k -in : 23.4 250.4 11.2 125.8 • 24.7 62.3
X -Dist ft : 6.32 19.75 3.73 14.00 • 14.00 14.00
Shears: Left k : 0.61 2.11 0.50 1.50 0.17 0.74
Right k : -0.06 -2.11 -0.04 -1.50 -0.17 -0.74
Reaction @ LeftDL k : 0.61 0.79 0.50 0.56 0.17 0.28
LL k : 0.00 1.32 0.00 0.94 0.00 0.46 _
Total k : 0.61 2.11 0.50 1.50 0.17 0.74
Reaction @ RighOL k : 0.06 0.79 0.04 0.56 0.17 0.28
LL k : 0.v. 1.32 0.00 0.94 0.00 0.46
Total k : 0.06 2.11 0.04 1.50 0.17 0.74
Max. Defl. @ Mid Span in : -1.396 - 20.580 -0.325 -5.196 -0.905 -2.574
X -Dist ft : 16.85 19.75 11.95 14.00 • 14.00 14.00
DESIGN DATA
Le: Unsupported Length ft : 0.Y. 0.00 0.00 0.00 0.00 0.00
Fb:Basic Allowable psi :. 875.0 875.0 875.0 875.0 875.0 875.0
Fv:Basic Allowable psi : 95.0 95.0 95.0 95.0 95.0 95.0
Elastic Modulus ksi : 1608 1600 1600 1600 1600 1600
Load Duration Factor 1.15 1.15 1.15 1.15 1.15 1.15
APPLIED LOADS
Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes
Uniform DL plf : 0.0 40.0 0.0 40.0 0.0 20.0
LL plf : 0.0 67.0 0.0 • 67.0 0.0 33.0
Partial DL plf : 96.0 135.0 48.0
•
LL plf:
X -Left ft : 0. %ri 0.00 10.50
X -Right ft : 7.00 39.50 4.00 28.00. 17.50 28.00
QUERY VALUES
Location ft': 0.00 0.00 0.00 0.00 0.00 0.00
Shear Ft : 0.61 2.11 0.50 1.50 0.17 0.74
Moment k -in : 0.00 0.08 °. 0.00 0.00 0.00
Deflection in : 0.000 0.000, 0.000 . 0.000 0.000 0.000
V4.482 lc) 1983-95 ENERCALC Bruce W. Kenny, KW060914SL -A
• /S
TJL' "' 6 TJLX' " Series Load Tables/ Snow (115 %)
. Parallel Chord • Open Web Series Allowable Uniform Load (PLF)
TJL' " Series FL -Flat roof less than ' /a" In 12" slope. SL= Sloped roof greater than ' /e" In 12" slope.
Depth 14 16 18 20 22 24 28 28 30 32 34 36 38 40 Depth'
Span FL SL FL SL FL SL FL SL FL SL FL Si. FL SL FL SL FL SL FL SL FL SL FL SL FL SL FL SL Span
14 328 328 361 361 358 358 350 350 341 341 329 329 317 317 304 304 292 292 280 , 280 270 270 259 259 248 248 239 239 14
16 258 258 292 292 325 325 332 332 325 325 316 316 305 305 294 294 283 283 272 272 263 263 253 253 244 244 234 234 18
18 215 215 245 245 273 273 300 300 311 311 303 303 294 294 285 285 275 275 , 265 265 , 257 257 248 248 239 239 230 230 18
20 179 • 179 204 204 228 252 .252 275 275 292 292 284 284 276 276 268 268 259 259 251 251 243 243'234 234' 226 226 20
22 141 147 169 1169 189: 189 209 ' 209 229 : 229 248;7248 267 267 268 268 261 261 253 253 246 246 238 238 230 230 222 222 22
24 112 122 145 Ha 165 ;'165 183 183 201 ' 201 218 1 218 235 x235 251 251 254 254 247 247 240 240 233 233 226 226 219 219 24
28 90 105 116 124 140 ..140 155 155 170 170 185 ,185 200 200 214 214 228 228 241 241 235 235 229 229 222 222 215 215 26
28 74 91 95 t05 119 124 138 ''138 152 ' 152 165,185 179 ' 179 192 192 205 205 217 '217 222 222 224 224 218 218 212 212 28
30 62 79 79 92 99 107 119 119 131 031 143 143 154 154 166 168 177 177 188 188 201 201 204 _204 210 210 208 208 30
32 52 69 67 81 83 92 100 103 119 119 129 129 140 !.140 150 . 150 161 161 171 171 176 178 186 - ,188 193 i • 193 194 194 32
34 44 58 57 71 70 81 85 91 101 101 113 1 113 123 : 123 132 , 132 141 141 150 ; 150 161 181 164 , 184 170 1'170 179 p� 34
36 37 49 49 64 60 72 73 81 87 90 99 99 112 ' 112 121 121 129 ; 129 138 138 142 1'142 151 ;151 157 157 159 .169,, 38
38 42 42 56 52 65 63 73 75 81 88 99 97 97 105 105 117 117 125 125 131 131 135 135 143 ,143 148 1148 38
40 36 36 48 46 62 56 69 66 76 77 83 89 90 97 97 104 104 111 111 119 119 125 125 128 1128' 133 Ej33' 40
42 4, 40 53 49 64 59 71 68 77 79 84 89 90 97 97 103 103 107 107 112 112 119 119, 122 1;122 42
44 36 47 43 55 51 61 59 67 68 73 78 79 85.85 93. 100 100 105 .105 107 ; 107 114 "114 44
46 41 38 49 45 . 55 52 60 61 66 69 71 77 • 77 82 • 82 87 : - 87 • 94 !:94 101 ;10i:• 103 '10.f'+ 46
48 36 45 40 50 47 55 54 60 62 65 70 70 75 75 80 80 85 1,85 91'_91' 97 97' 48
50 40 46 42 51 48 55 55 60 62 64 69 69 . 73 73 78 , 78' 82 p82k 88 8k 50
52 43 38 47 43 51 50 55 56 59 63 • 63 67 67 • 72 • 72 76 .76� : 80 . 80 ; ; 52
54 39 43 39 47 45 51 50 54 57 58 62 82 66 1 68 70 x 70r 74 , 14- 54
' 56 39 43 41 47 46 50 51 54 57 57 61 ' 61 65 k,851. 69 k 69,x- 56
58 40 37 44 42 47 47 50 52 54 57 i 57 61 81 • 64 k "64'; 58
60 41 38 44 43 47 47 50 53 .,54 ,, 57 i'-67 :� 60 t6O 60
62 39 42 39 44 43 47 48 50 53 / 56 x5 62
64 39 42 40 45 44 48 49 1,60 ' 53 553, 64
86 40 37 42 41 45 45 47 49 jx50,, 66
68 . 40 38 42 41 45 45 47 68
70 38 40 38 42 42 44 70
TJ LXt" Series (Check with your local Trus Joist MacMillan representative on availability of theTJLX'" Series in your area.)
Depth 14 16 18 20 22 24 26 28 30 32 34 36 38 40 Depth
Span ,FL SL FL SL FL SL FL SL FL SL FL SL FL SL FL SL FL SL FL SL FL SL FL SL FL SL FL SL Span _
14 361 361 361 361 358 358 350 350 341 341 329 329 317 317 304 304 292 292 280 280 270 270 259 259 248 248 239 239 14
18 291 291 329 329 337 337 332 332 325 325 316 316 305 305 294 294 283 283 272 272 263 263 253 253 244 244 234 234 16
18 244 ,244 276 276 308 308 316 316 311 311 303 303 294 294 285 285 275 275 265 265 257 257 248 248 239 239 230 230 18
20 196 1.202 231 1.231. 258 t 258 284 284 297 297 292 292 284 284 276 276 268 268 259 259 251 251 243 243 234 234 226 226 20
22 152 167 191 i 191 214 ;214, 237 r23/ 258 '2558 280 280 275 275 268 268 261 261 253 253 246 246 238 238 230 230 222 222 22
_
24 120 140 154 163 187 1 187' 207 ` 207 227 227 246 248 265 265 260 260 254 254 247 247 240 240 233 233 226 226 219 219 24
26 97 120 124 139 154 158 176 176 193 193 210 210 226 '228 242 242 247 247 241 241 235 235 229 229 222 222 215 215 26
28 80 103 102 120 127 136 153 153 172 172 187 187 202 ' 202 217 . 217 231 231 233 233 230 230 224 224 218 218 212 212 28
30 66 88 85 104 105 119 127 133 148 148 162 182 175 :175 188 188 201 201 213 213 218 218 220 220 214 214 208 208 30
32 55 73 72 92 89 105 107 117 127 130 143 :143 155 ; 155 171 171 182 182 194 194 198 198 206 206 206 206 205 205 32
34 46 61 61 81 76 93 91 104 108 115 126 '128 138 138 149 149 160 160 170 ''170 182 182 186 186 192 192 194 194 34
38 39 52 52 69 65 83 79 93 93 103 109 113 123 ! 123 133 133 143 143 153 153 161 181 171 rfir 178 178 180 180 38
38 44 44 59 56 74 68 83 80 92 94 101 108 110 119 119 128 128 137 137 149 149 152 162 162 182 167 167 38
40 38 38 50 49 65 59 75 70 83 82 91 95 100 108 108 116 118 124 124 132 132 142 '142 145 '145 150 •150 40
42 44 42 56 52 68 62 75 72 83 83 90 95 98 105 105 113 113 120 120 127 , 127 135 :135. 137 1 137: 42
44 38 37 49 46 61 55 69 64 76 73 82 84 89 94 96 103 103 109 109 116 i 118 122 1122 129 1?!); 44
46 43 40 54 49 63 57 69 65 75 74 81 84 88 94 94 100 ' 100 106 '106 114 t 114 117 117• 46 -
48 38_ 47 43 58 50 63 58 69 66 75 75 81 84 86 92 92 98 98 103 �. 03: 110 r�1.1bi 48
50 42 38 51 45 58 52 64 59 69 67 74 75 79 84 85 90 •'90i 95 V �i. 100 1004 50
52 37 46 41 54 47 59 54 64 61 69 68 73 75 78 83 l ' 83 1 88 .;88" 93 493 52
54 41 37 49 43 55 48 59 55 64 61 68 68 73 75 . 7/ 82 (; 82; 86 -,86'` 54 --
56 37 44 39 51 44 55 50 59 55 63 62 67 68 72 75 78 80 80, 58
58 40 47 40 51 45 55 51 59 56 63 62 67 68 71 75 75"• 58
80 42 37 48 41 51 46 55 51 59 57 62 62 66 68 l r 60
62 45 38 48 42 52 47 55 52 58 57 62 62 65 62
84 41 45 39 48 43 52 48 55 52 58 57 61 64
66 37 42 45 40 48 44 52 48 55 53 58 66
68 39 43 46 41 48 45 51 49 54 68
70 40 43 38 46 41 48 45 51 70
1. Straight line interpolations may be made between depths and spans.
2. Values shown are maximum allowable load capacities of the trusses in pounds per lineal loot (PLF) based on:
• simple span. uniformly loaded conditions.
• an assumed 25% ratio of dead load to total load (eg.: 30 psi live /10 psf dead).These tables may be non - conservative if the actual ratio is
higher than 25 %. A more accurate analysis can be obtained by using the TJ- Spec "' software program.
• top chord no -notch bearing clips with 1 /." bearing. Higher values may be possible with other types of bearing clips.
3. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1"/12") with or without cantilevers - at one or
both ends. Cantilevers are limited to' /] of the main span provided the inboard shear for cantilevered conditions is limited to 2,500 lbs.
4. Values in gray shaded areas may be increased 7% for repetitive member usage if the criteria on page 9.2 are met.
go
6.14 REV. 12/94 W
TJI135C Joist Load Tables /Snow (115 %)
OSB Web Material • Parallel TJI Joist • Sloped Roof Only Allowable Uniform Load (PLF)
Simple Span
Depth 11% 14 16 18 20 22 24 26 28 30
Span
12 311. • 321 333 372 385 395 404 402 402 402
13 287 297 _ 308 343 355 364 373 372 372 372
14 266 275 286 319 330 339 347 344 344 344
15 '• . `3+ 257 266 297 308 316 324 321 321 321
16 . ,^; *, ': 241 249 279 288 296 303 302 302 302
.:'
'' t 224 235 263 271 ... 286 284 284 284
18 �3 �,�� * 221 248 256 263 270 269 . 269 269
19 ; ,?' . ' �t i T ' Y �;
. ::i:fc'k -:s: : 210 233 _ 242 249 256 254 254 254
20 ' ° : � . ',,4 � . ' � :< r" h ? 2 0 231 236 242 -- - 241 241 241
21 120 7 ,.., `: ,� - -172 J /0.0,,,. 193.. 216 225 231 229 229 229
22 109 i 1 • U r : ` '• 1. ' 215 220 219 219 219
23 96 'i y s123.9ii ' - ; - 1. - 1 '•;
143 ;...^-" i ;t.159 y , . 179 200 211 210 210 210
24 85 - 112 • " 132.•'' • f i': ' '• .. 165 .- 183 ..._...._ • 194 .. - .- 201 201 201
25 75 r'-: • 103 121 . • '' 7.-134' • • :. • 151 169 179 193 193 193
28 67 95 112 •',,1,' 124. 140 156 165 180 186 186
27 60 88 ;; � � , 104 y'iW.;s:7 `': �18 "Y", ^ .. ' 129 144 ... 152 166 • 179 179
28 _ 54 79 ° {ti •9 8+ • "•1' ` ''` � 121 134 142 155 • • 167 172
• �„ _
29 49 72 90'- • • • • 112 125 133 144 156 • ' 166
30 44 65 83 • ' 1 105 • 117 i, - 0'.' 157
157 _
•'" ' �) 7 124 135 • • 148
31 40 59 _ 79 r7 . °87. 98 110 118 ' 128 _;•138....•., T41
32 54 74 i.,. 0 62 93 103 109 _118 , , 128 • _"137
s
33 49 67 : j; 77 ' ''s ` , • 87 96 102 " 111 '' ' y: `120 "• .129
34 45 62 : „ :.+ 72 •`' . 82 91 , 96 , . .105, L'c_i `113 %,• .r . . "∎∎121 . •
35 41 57 88 78 86 90 98 • . • 108.il,'•;,.y ••1141,
36 38 52 ill 65' ■ • .. 73 81 68 • .94 . ” - 101 `.',. 109
37 48 62 . 68 77 81 . .. 88 , _, .: ; 98j ., J; •; °.• : 103 , ..
38 - - - 4 - 58 - 65 73 77 83 90 . - -':;: <• :•97••,.
39 41 55 62 68 73 80 ••• ..88 •" ' '•`, ..93
40 38 51 . 59 65 70 • .. 75 ,•' . • 82 `,, ,,, V 21.. X7`.,88 : °r
Multiple Span
Depth 11 14 _ 16 18 20 22 24 26 28 30
Span • -
12 229 248 255 315 324 334 • 343 400 402 402
13 212 229 235 290 300 308 317 370 372 372
14 196 212 218 270 278 286 294 343 344 344
15 183 198 204 251 259 267 274 320 ' 321 321
16 172 186 190 _ _ 236 243 250 257 _ 300 _ 302 302 ___
17 162 175 — 180 223 228 235 242 282 284 - 2 84
18 152 165 170 210 216 223 228 266 269 269
19 144 157 160 198 204 211 217 252 254 254
20 ^i 132 ,., :, 149 152 189 194 200 205 240 241 241
21 - 120• 142 146 180 185 190 196 228 229 229
22 ;,2
• •'r:; . Q8Y';r�A 134 139 172 177 182 187 — 21_8 219 219
•1. ,
23 - t;c. 00 °: �, 123 133 - - - • - • 159 169 174 179 - 209 210 210
24 ?�� t+g1 t74 • •`y' e •112'i•' •; _
127 .. 148 162 166 171 200 201 201
25 '85' _ 103 121 134 151 160 165 192 193 193 -
26 • !„.7_1?;- *, ;95,..i , 1 112 ' 124 140 154 158 _ 180 186 - -- - - - - -- - 186
27 L'e''� 7�', F , ' ` ' t • • .'. ,.104 ,118 129 144 152 168 _ 179 179
28 f �7 j 7 ` . Ai 4 4.`` ` 82 , { 98' " '106 121 134 142 155 167 172
29 63 7 '' 77;Pgi +1 ; `
i ) r • 80 ', 100 112 125 133 144 • 158 . 166
30 58 7. 72 r , r -'. 83 '• ' 93 105 117 124 135 146 ,: 157
31 _ 53'j;:., 87: '. ,_ .79 '. ?'` . 87 98 110 116 126 , 136 ;' -- 147.
32 49 ';'•'. "83" ' 71 . 82 93 103 109 118 128 • 137
33 44 59 70 77 87 96 102 111 120 129
34 41 58 65 72 82 91 ' 96 105 113 ,_ 121
35 37 52 62 . 88 78 88 90 98 , 108 • • 114 •
36 50 58 65 73 81 88 94 101 109
37' 46 55 62 68 77 81 88 96 ' 103
38 44 52 , 58 65 73 77 83 90 .. 97
39 • • 40 49 55 62 68 73 80 '86 • 'es
40 47 52 59 65 70 75 82 88
1. Values shown are maximum allowable load capacities of the joists in pounds per lineal foot (PLF) based on uniformly loaded conditions with web
stiffener and bearing length criteria shown on page 3.2. and assume provisions for positive drainage (' /4" per fool slope minimum).
2. Multiple span table can be used for two or more span conditions. Use the longest span for sizing. Where ratio of short span to long span is less than
0.4, use the TJ- Spec " software program or contact your Trus Joist MacMillan representative.
3. Values in gray shaded areas may be increased 4% for repetitive member usage if the criteria on page 9.2 are met.
4. Camber (2250' radius) is available for simple span applications only.
5. For loading conditions not covered by these tables (eg.: concentrated loads), use the TJ-Spec" software program or contact your Trus Joist Mac-
Millan representative for assistance.
/7
6.2 REV. 12/94 W
•
Berry- Ncrdling Engineers, Inc. •
7.607 SW Corbett Avenue
Fort l and , CR 97201
Date: 07/27/97 Page:
MLX_TI -SPAN TIMBET; BEAM DESIC4V
RITE AID ROOFTOP MECH UNITS
D D CANT
GENERAL DATA • 1 2 .
All Spans Simple Support ?? : NO
Spans Length ft : 40.00 8.00
End Fixity: : Pin:Pin Pin:Free
Beam Width in : 6.750 6.750
Beam Depth in : 34.50 34.50
CALCULATED VALUES No Good! -OK-
F'b- Modified Allow. psi : 2454.4 2454.4
fb - Actual. • psi : 1979.6 1766.2
F'v- Modified Allow. psi :• 189.8 189.8
fv (actual) 11.5 psi : 199.5 169.5
Moment @ Left k -in : 0.0 -2365.0
Moment @ Right k -in : - 2365.0 0.0
Max. Mom. @ Mid -Span k -in : 2650.7 0.0
X -Dist ft : 16.27 8.00
Shears: Left k : 25.85 30.61.
Right k : -35.35 0.00
Reaction @ LeftDL k : 10.99 26.23
LL k : 14.86 39.74
Total k : 25.85 65.97
Reaction @ RighOL k : 26.23 0.00
• • LL k : 39.74 • 0.00
Total k : 65.97 0.00
Max. Defl. @ Mid Span in : -1.334 0.328
X -Dist ft : 18.40 8.00
DESIGN DATA •
Le: Unsupported Length ft : 0.00 0.00
Fb:Basic Allowable psi : 24'.',.0 2400.0
Fv:Basic Allowable psi : 165.0. 165.0
Elastic Modulus ksi : 1: 1800
Load Duration Factor 1.15 1.15
APPLIED LOADS
Use Live Load on This Span ? Yes Yes
Uniform DL plf : 600.0 600.0
LL plf : 895.0 895.0 . '
Point DL to : 1400.00 7020.00
• LL to : 11635.
X -Dist. ft : 15.00 8.00
QUERY VALUES
Location ft : 0.00 0.00
Shear tt : 25.85 30.61
Moment k -in : - 0.'.% - 2364.96
Deflection in : 0.0'.x' 0.000 '
V4.482 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A
/B
•
Berry- Nord l inq Engineers, Inc.
36O7 SW Corbett Avenue
F'ort1 and , OR 97201
Date: 07/27/97 Page:
MULTI-SPAN TIMBER EEA M DES IL,■
RITE AID ROOFTOP MECH UNITS
•
D D CANT
GENERAL DATA 1 2
All Spans Simple Support ?? : NO
Spans Length ft : 40.'.'. 8.08
End Fixity: : Pin:Pin Pin:Free
Beam Width in : 6.750 6.750
Beam Depth in : 34.50 34.50
CALCULATED VALUES -OK- -OK -
F'b-Modified Allow. psi : 2454.4 2454.4
fb - Actual. psi : 2453.4 675.4
F'v- Modified Allow. psi : 189.8 189.8
fv (actual) * 1.5 psi :• 179.9 65.0
Moment @ Left k -in : 0.0 -904.3
Moment @ Right k -in : -904.3 0.0
Max. Mom. @ Mid -Span k -in : 3285.1 0.0
X -Dist : ft : 18.40 8.08
Shears: Left k : 28.89 11.82
Right k : -32.31 0.00
Reaction @ LeftDL k : 10.99 26.23
LL k : 17.90 17.90
Total k : 28.89 44.13
Reaction @ RighOL k : 26.23 0.00
LL k : 17.90 0.00
Total k : 44.13 0.00
Max. Defl. @ Mid Span in : -1.830 0.970
X -Dist ft : 19.47 8.00
DESIGN DATA
Le: Unsupported Length ft : 0.
Fb:Basic Allowable psi : 2400.0 2400.0
Fv:Basic Allowable psi : 165.0 165.0
Elastic Modulus ksi : 1800 1800
Load Duration Factor 1.15 1.15
APPLIED LOADS
Use Live Load on This Span ? Yes No
Uniform DL plf : 600.0 600.0
LL plf : 895.0 895.0
Point DL R : 1400.% 7020.00
LL t, : 11635.' •" ,
X -Dist. ft :' 15.w! 8.00 •
QUERY VALUES
Location ft : 0.'' 0.00
Shear h : 28.89 11.82
Moment k -in : -0.00 - 904.32
Deflection in : 0.000 0.000
V4.482 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A
/9
Larry - Nordl ing Engineers, Inc.
3507 SW Corbett Avenue
Portland, OR 97201
Date: 07/27/97 ' Page:
h'LLTI -SPAN TIMEER BEAM DESIGN
• RITE AID ROOFTOP MECH UNITS
E CANT E E CANT
FERAL DATA 1 2 3
All Spans Simple Support ?? : NO •
Spans Length ft : 8.00 42.00 . 8.00
End Fixity: : Free:Pin Pin:Pin Pin:Free
Beam Width in : 6.750 6.750 6.750
Beam Depth • in : 37.50 37.50 37.50
CALCULATED VALUES -OK- -OK- -OK -
F'b-Modified Allow. psi : 2431.8 2431.8 2431.8
fb - Actual. psi : 1506.8 1811.8 1811.8
F'v- Modified Allow. psi : 189.8 189.8 189.8
fv (actual) * 1.5 psi : 153.5 164.4 183.3
Moment @ Left k -in : 0.0 - 2383.9 - 2866.3
Moment @ Right k -in : - 2383.9 - 2866.3 0.0
•• Max. Mom. @ Mid -Span k -in : 0.0 1353.2 0.0
X -Dist ft : 0.00 20.44 8.00
Shears: Left k : 0.% 31.14 36.34
Right k : -31.31 -33.05 0.00
Reaction @ LeftDL k : 0.' 25.46 28.07
LL k : 0.00 36.99 41.32
Total k : 0.' 62.45 69.39
Reaction @ RighOL k : 25.46 28.07 a 0.00
LL k : 36.99 41.32 0.'s
Total k : 62.45 69.39 0.00
Max. Defl. @ Mid Span in : -0.076 -0.411 -0.181
X -Dist ft : 0.00 20.44 8.00
DESIGN DATA •
Le: Unsupported Length ft : 0.00 • 0.00 0.00
Fb:Basic Allowable psi : 2400.0 2400.0 2400.0
Fv:Basic Allowable psi : 165.0 165.0 165.0
Elastic Modulus ksi : 1800 1800 1800
Load Duration Factor 1.15 1.15 ! 1.15 .
APPLIED LOADS
Use Live Load on This Span ? Yes Yes Yes -
Uniform DL . plf : 600.0 600.0 600.0
LL plf : 895.0 895.0 895.0 .
Point DL Pt : 700. 700.00 700.00
LL re :
X -Dist. ft : 5.75 2.25 2.25
Point DL Pe : 7020.00 700.00. 8910.00
LL Pe :11635.w 14770.00
X -Dist. ft : 0.00 39.75 8.00
QUERY VALUES
Location . ft : 8.00 21.00 0.00
Shear k : -31.31 -0.96 36.34 •
Moment k -in :- 2383.86 1349.61 - 2866.26
Deflection in : 0.0'.x -0.410 0.000
• V4.4B2 (c) 1983 -95 ENERCALC • Bruce W. Kenny, KW060914SL -A
2 0
- " -- L1 and, OR 97'x01
Date: 07/27/97 Page:
h'X..LTI -SPAN TIh'IEEF EEP 1 DESIGN
RITE AID ROOFTOP MECH UNITS
E CANT E E CANT
GENERAL DATA 1 2 3
•
All Spans Simple Support ?? : NO
. Spans Length • ft : 8.00 42.00 8.00
End Fixity: : Free:Pin Pin:Pin Pin:Free
Beam Width in : 6.750 6.750 6.750 -
Beam Depth in : 37.50 37.50 37.50
CALCULATED VALUES -OK- -OK- , -OK -
F'b-Modified Allow. psi : 2431.8 2431.8 2431.8
fb - Actual. psi : 583.6 1871.8 698.3
F'v- Modified Allow. psi : 189.8 189.8 189.8
fv (actual) * 1.5 psi : 58.9 160.9 70.1
Moment @ Left k -in : 0.0 -923.2 -1104.7
Moment @ Right k -in : -923.2 - 1104.7 0.0
Max. Mom. @ Mid -Span k -in : 0.0 2961.2 0.0
X -Dist ft : 0.00 20.72 8.00
Shears: Left I k : 0.00 31.73 14.41
Right - k : -12.52 -32.45 0.00
Reaction @ LeftDL k : 0.00 25.46 28.07
LL k : 0.Y. 18.79 18.79
Total ' k : 0.00 44.25 46.86
Reaction @ Right)L k : 25.46 28.07 0.00
LL k : 18.79 18.79 0.00
Total k : 44.25 46.86 0.00
Max. Defl. @ Mid Span in : 0.715 -1.368 0.663
X -Dist ft : 0.00 21.00 8.00
DESIGN DATA
Le: Unsupported Length ft : 0.00 0.00 0.00
Fb:Basic Allowable psi : 24'x'..0 2400.0 2400.0
Fv:Basic Allowable psi : 165.0 165.0 165.0
Elastic Modulus ksi 1800 1 :"A 1800
Load Duration Factor 1.15 1.15 1.15
APPLIED LOADS
Use Live Load on This Span ? No Yes No
Uniform DL plf : 600.0 600.0 600.0
LL plf : 895.0 895.0 895.0
Point DL R : 700,''. 700.00 700.00
LL k :
X -Dist. ft : 5.75 2.25 2.25
Point DL .F : 7020.v• 700.00 8910.00
LL F ::11635. v. 14770.00
X -Dist. ft : 0.' 39.75 8.00
QUERY VALUES
Location ft : 8.00 21.00 0.00
Shear to : -12.52 -0.36 14.41
Moment k -in : - 923.22 2960.73 - 1104.66
Deflection in : 0.000 -1.368 0.000
V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A
Z i
•