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CITY OF TIGARD
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SCISSOR 1
1 - FFkti - ISIUN R • e - • ••• AS.UR. 97010 _ -- �
4 oOct 7 1998 A11Tek In es. nc r Sep 2 e 09
. 34:4e 2000 rage 1 '
.3 -0 -0 I 8.7.8 t- 12.0-0 17 - _ 24 Scalero1:50.1
3 -0-0 8 -7.8 5�B 6 8 - - 3-0-0
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6.7.8 5-4-0 64-a • -'- - --
Plate Utfsets (MT 3S 221 _.
LOADING (psf) i SPACING' 2-0.0 M CSI DL (in) (loc) Well PLATES GRIP
TCLL 25.0 I Plates Increase 1.15 TC 0.90 Ve t(LL) 0.49 9-10 >669 M20 220/19$
TCOL 7.0 I Lumber Increase 1.15 BC 0.96 Ve t(T -0.74 9 -10 >388
OCLL 0.0 Rep Stress Ina YES WB 0.86 Ho/z(TL) 0.37 8 Na
BCDL 10.0 I Code UBC/ANSI95 (Matrix) let LC LL Man IMCefl a 240 Weight 96 lb
LUMBER BRACING.
TOP. CHORD 2 X 4 DF No.2 -G - TCP CHORD Sheathed or 1.11 - on canter puffin spacing.
BOT CHORD 2 X 4 OF No.2 -G BCT CHORD Rigid calling directly applied or 10-0-0 on enter tracing.
WEBS 2 X 4 DF Std -G
REACTIONS (I 2c119710-5 -8, 8= 1197/0 -54
Max Hoa 2= 20(load case 2)
Max Upllft2=- 19 case 2). 8=- 194(lOad case 3)
ORCES (It) - First Load Case Only
TOP CHORD 1 -2 =57. 2•3= •3988, 3- 4= -2998. 4- 5=- 2998, 5.8x -3968, 6 -7 =57
BOT CHORD 2- 10:x3727, 9.10 =3735. 8-9 =3735, 8.6x3727
WEBS 4 -9 =1482. 3- 10=70, 5.8 =70, 3- 9 = -874, 5.9= -874
NOTES
1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft abc ve ground level, uSing 7.0 psf top chord dead load and 10.0 psf bottom chord dead
If end verticals cantilevers hurricane exist In they are expr� wind. If exist, they sot eexposed to wind. The lumber r DOt with increase is 11.33, and the platte s grip increase
Is 1.33
3 All plates are M20 plates unless otherwise Indicated.
4 A plate rating reduction of 20% hex been applied for the green lumber members.
5 Bearing at joint(s) 2, 6 considers paralel to grain value using ANSI/TPI 1 -1995 angle to gain formula. Bulliing designer
should verify capacity of bearing surface:
8) Provide mechanical connection (by others) of truss to bearing plate capable of whhstan( log 194 lb uplift. at Joint 2 and 194 lb
uplift at Joint e.
7) This truss has been designed with ANSI/TPI 1 -1995 criteria. •
( 'Standard LOAD CASE 8) Stan 4
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TRUSSES, �,� WAty/4C 4�Sto Qi
�R�CISIdhf �� INC y a� 01'666
S 55 SE JENNIFER S1' .
CLACK IAS OR 9701 �c 2002
�e I u.0-. :. SECTION 243.7 * _ / 0-
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OUAU'TY AU Sit 23,
TIMBER PRODOPT§ NaPtatiON . INC.. EIG�IRf5 72.19-00 * FdONO (
S i r V ° [ °
WARNING Verify design purmnelers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE RE
and for use only with MITea connectore. This design is Darted only upon parameters shown. and is ter en vavlaual
.•g component to be Installed and leaded vertically. ApplICeblllfy Of design parameters end prover incorpomton of
ecmoonenl 4e reetionalbillry of building deal5ner - nor lives designer. erasing &holm le for lateral toppers of im('Nldual _ �� 3 ,0 1 r a
web members Omty Additional temporary bracing to insure arability during conatruCtIOn 18 Ina respons.bliny 01 m 10
80W'. l er
AddllIOmel permanent bracing of the overall structure Is the respnnsiallrty of the bonding designer. For general I vicunas . Ell
reperding feorloerion. Quality Control. storage. delivery. erection, and bracing, consult OCT-ea Quality Standar I. DSa. CITY OF TIGtanau
Si Bracing SOeelfIcellon. and 1118.9, Handling InetanetiOn and Bracing Recommendation evauetle from 'rues BUILDING DIVISION
In Waken, 553 D'Onofrio Drive, WI 65719 MiTek Industries, Inc.
70/7(1 70a.A CCnNI ann>-f NfTgT'YR?•Ir1 /b47QCgF'AC ct?:/A PAA7. /bT //A
• • Safety Tested, Approved for Installation in
C CO US LISTED Aftermarket Mobile Homes & UL Listed to UL307B
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SPECIFICATIONS I \ ���
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Mode! Height From Width Back Width Depth Glass
SL-750TR-C - - Sim BTU _ i
Actual Framing Actual Framing Actual Framing Actual Framing
lom 37 3/4 38 1/4 41 42 30 3/4 42 16 1/4 16 1/4 36 x 24 3/4 16,000 - 23,000 �> ++
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Refertaoe oily. We recommend measuring individual units at installation. r ..---- _ _ - _/
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SL- 750TR -C
36" TOP /REAR VENTED DIRECT VENT GAS FIREPLACE
Product _ Made �
SL-750TR-C Direct Vent Unit 81,249
. SL- 750TRLP -C Direct Vent LP Unit 81,299
SL- 750TR -IPI -C • Direct Vent Unit with Spark to Pilot Ignition (IPI) 81,249
(*NG Units Only — LP Units Require Conversion Kit - Part# LPK- 750IPIC)
Note: Ships Standard with top and bottom louvers
. aherea £e eetteeeti
• Top /Rear Venting Options • Installation Versatility
• Slim Dimensions 16 1/4" Deep with • Easy Installation with Little or No Chase Required
4" x 6-5/8" Venting Top / 5" x 8-5/8"
Venting Rear
• Bigger, Beefier Ceramic Fiber Split Style Logs • The Most Realistic Burn Available
• 16,000 - 23,000 BTU Input /Hr. NG • Generous Flames
14,000 - 23,000 BTU Input /Hr. LP
• High Thermal Efficiency • Heater Rated - Keeps You Warm & Cozy
• Sealed Combustion Chamber • Works in Negative Pressure Situations & No Cold Drafts
• Optional Polished Brass or Brushed Nickel • Attractive Finishing Trim
Trim
• Optional Decorative Front • Create Your Own Elegant look .
• Optional Metal Firebox Refractory • Enhanced Realism
• • Safety Tested, Approved for Installation in
COUS LISTED Altermarket Mobile Homes & UL Listed to UL307B
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. SPECIFICATIONS pli
Higgs Prom Width Beek Width �Pm ' I
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Model '�
, BTU lepd
SL-C Actual Femme Aegal Franc% Aeon, Franke Muni FIEF size \V
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LW:sore min 37 3/4 38 1/4 41 42 30 3/4 42 16 1/4 16 1/4 36 a 24 3/4 16,000. 23.000
duonziorn oily. We c®d mesmaiog individual wi i at mlmltatim