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OdiaWki LetAfto Y• , ! , kic - 1 Iris 1 0 Acoo+re --T -119 i - _ 7 ____ . 5 .ik / _ 0 , • 10 0,6nm. p a2tter-,1 • Sit.FTErt COMFORT 2NC. - 42;:.; S.W. : •:OMMERCI: C1R: # 16 ViLLE, OF 07070 .17 - 7)7f ©o 1,06u - fir t 1 of 1 44 e — — I I t4-X(. / ±: TI iv.X. - i 1.../ I ; i 1 1 i 1 i i r i I i , I ! 1 N 1 i *-N , r i r --, , i \ 1 \ 1 1 I i 1 i I I 1 I ./ 7 /9 Z2 / 1, 6 i 12- Li___ 1 1 I i (- 7 , A I , I -49 i 1 ,, i i 1 (9w7,9/0 1 1 )O 1 , 1 i { 1 1 1 i I 1 I I I 1 i I I I 1 ■ t ; 1 t 1 1 i i I 1 I I 2 1 I 1 1 . 1 I ! 2 1 1 1 1 1 I 1 1 1 2 1 . 2 1 / , —.. / ....,_ 2 1----)10------ i 2 2 1 5 I rs, . t —_. . ! ( , ! , ! 1 I .i. -A "1- 7.-- --. C• . . 74N 12 30 v le ,tu Ri lelvtAiroc 444, --kiectaa4n9 y- etrick tm - 1 3 ocr. 4 rukt A 46. 1 1-1 ri,e. v i r-to Oelt-O Or • A :, -..._, '..t. - i . , _. 1- 1 . 1) . 1 - . s 7 - 7 - I.:.. _ 7 .T.L'...t..: ' - • - Cr 1 -1 1 0 ■ ' , , --t- •''''' - - i . , -,...-4.4,....„:".;,....„. . / • . --4 _ .n ) ■? yr . \\ SUPfiEWIF C:IMFORT INC. 9425 S.W. COMMERCE CIR. # 16 WILSONVLLE, OR 97070 6K-1985 (1-k2.4% k 9017. 4 ) L) Lour.A. -C-toor \ , fi f LAM If eAA- 4- 1'515 / ifl! • 4e<• • • • CgAfiAl/ 691/Ctif (AT) &)C- • • 2 Su ‘ Q Tom' r- N . &-tc I IX 4 P/ . 1-4Z • St,.•( 71 t Ss- TI G.- C LU CN : N GL-CO (1E4t IDtA14 LeD Fruz.a�T , 02 4 "viz r� ` C �� stte-c -•i Tr -3-a) c TT' 3 Z APPC -n,.0ix A -01 APP -o3 (acr �►sz 0. 0 c.0 PROpe 8510 v� 0 ON 1 � / ST 27., 41 MR.PEP's EXPIR% ,: ,0-/�U✓ . • FILE NO. 4 g O SS L5-4S° SHEET NO. • K ■ II � MADE BY W DATE 4 ft Q � VD • • Yom/ , [, e\ &F: K S....1\ C: • CLIENT SALEM, OREGON �A r s 6� PROJECT �l"iQ t:Rtr3 T � BOISE CASCADE - BC CALCTM 2000 DESIGN REPORT - US' -'- Thursday, Marco 30, 200010:51 Single - 14" BCI 600 Fie e: • Untitled Job Name - 990523 -S Customer - Address - Specifier - . Designer - City, State, Zip - Company: - Code Reports - ICBO 4665, NER 448 Misc: - Member Diagram i I 1 • i I Standard Load - 125 PSF l 10 PSF OC Spacing 12" 1 1 I I I I • el -:S /4" _ ... 7 -J /4.'41 1012lbs 1012 lbs I . Total Horizontal Length - 15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard UnfArea Load Left 00-00-00 15 -00-00 125 PSF 10 PSF 12" 100 Member Type: - Joist Number of Spans - 1 • Controls Summary Left Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Right Cantilever - No Moment 3797 ft-lbs 62.3% @ 100% 2 1 - Interval End Reaction 1012 lbs 86.2% @ 100% 2 1 - Right . Slope 0/12 Total Deflection 1.1607 (0.296 ") 39.5% 2 1 OC Spacing 12" Live Deflection L/656 (0.274") 54.8% 2 1 Repetitive Yes Max Defl. 0.296" (Limit: 1") 29.6% 2 1 Construction Type Glued • Span/Depth 12.9 1 Live Load 125 PSF . Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum (L/240) Total load deflection criteria. Duration 100 Design meets Code minimum (V360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Disclosure Minimum End bearing length is 1 -3/4 ". The completeness and accuracy of the input must be verified by anyone who would rely on the output as ' evidence of suitability for a particular application. The output above is ' . based upon building code- accepted design properties and analysis • methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232 -0788 before beginning • product installation. For glulam inquiries, please call (800)237 -4013. 9MGP NEERSS EC" S AL M 3 0 � ea ENGI O 9 73 02 990 /50 / `' /v stJJ/Ov Page 1 of 1 BCI® and Versa -Lan ® are registered trademarks of Boise Cascade Corp. p // W • /Tool,' /. BOISE CASCADE - BC CALCT 2000 DESIGN REPORT - U5 Thursday, March 30, 200010:52 _ Single -:14" SCI 600 Nararne: untitled Job Name - 990$D - Customer - Add - Specifier - Designer - City, State, Tip - Company: - Code Reports - ICBO 4665, NER 446 Misc: , - Member Diagram I I 1 I Standard Load -125 PSF 110 PSF OC Spacing 16" I I 990 Ibs 9901bs • ■ Total Horizontal Length - 11 -00 -00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00 -00-00 11 - 125 PSF 10 PSF 16" 100 MemberType: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2722 ft-Ibs 44.6% @ 100% 2 1 - Intemal End Reaction 990 Ibs 84.3% @ 100% 2 1 - Left Slope 0/12 Total Deflection L11033 (0.128 ") 23.2% 2 1 OC Spacing 16" Live Deflection U1115 (0.118 ") 32.3% 2 1 Repetitive Yes Max. Defl. 0.128" (Limit 1") 12.8% 2 1 Construction Type Glued Span/Depth 9.4 1 Live Load 125 PSF Dead Load 10 PSF NOTES: • P • art Load 0 PSF Design meets Code minimum (U240) Total load deflection criteria. . Duration 100 Design meets Code minimum (L1360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Disclosure . Minimum End bearing length is 1 -3/4 ". The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code - accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the • applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232 -0788 before beginning • product installation. For glulam inquiries, please call (800)237 -4013. • BMGP ENGINEERS, INC. 1045 13TH STREET S.E. SALEM, OREGON 97302 9 jOSa-S • /'. — t Page 1 of 1 BCI® and Versa -Lam are registered trademarks of Boise Cascade Cote. . NFG W BOISE CASCADE - BC CALCTM 2000 DESIGN REPORT - US • m Menrn 3 0, 2 00010 53 .: s_ File Single -14" BCI 600 • Name: Untitled Job Name - 990523 -S Customer - Address - Specifier - - Desgner - City, State, Zip - Company: - • -- Code Reports - ICBO 4665, NER 446 Misc: - Mlember Diagram ! ! I I ! Standard Load -125 PSF 110 PSF OC Spacing 24" 1 I [ 1 1 A't -a16` 1w4"1 945 Ibs 9451bs I Total Horizontal Length - 07 -00-00 General Data . Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard UnfArea Load Left 00-00-00 07 -00-00 125 PSF 10 PSF 24" 100 Membef Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1654 ft-Ibs 27.1% @ 100% 2 1 - Internal End Reaction 945 Ibs 80.4% @ 100% 2 1 - Left Slope 0/12 Total Deflection U1936 (0.043 ") 12.4% 2 1 00 Spacing 24" Live Deflection L/2090 (0.04 ") 17.2% 2 1 Repetitive , Yes Max. Defl. 0.043" (Limit 1 ") 4.3% 2 1 Construction Type Glued Span/Depth 6.0 1 Live Load 125 PSF Dead Lead 10 PSF NOTES: Part Load 0 PSF i Design meets Code minimum (L/240) Total load deflection criteria. • Duration 100 • Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Disclosure Minimum End bearing length is 1 -3/4 ". The completeness and accuracy of ' the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is ' based upon building code- accepted design properties and analysis • • methods. Installation of Boise Cascade engineered wood products must be in accordance with the • current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have - • any questions, please call (800)232 -0788 before beginning product installation. For glulam inquiries, please call (800)237 -4013. SMMGP ENGINEERS, INC. 1045 13TH STREET S.E. ,905 -t 4°/° -S SALEM, OREGON 97302 G.12 WA. .0 / Page 1 of 1 BM and Versa- Lam® are registered trademarks of Boise Cascade Corp. - /' ArAsi Po POs-7) s —g7/E) 7 J Ii9Z (di.iwgiermg 72. in4-11.7n74.) > 2 r/q4 - 4/ s — /9414 /q 9 Z (4.css c7tp=ii c_-1 rz._ /Go /..41 — ‘--7./rr 0 Ai) r 6-7;k2 5?6,174-7 (; 4 6(724'b• p — s s 57 7 2- "..tr- 6.1/ - 44- ---- 43, - ___ / i-1/0470-7g-r / 1 /7"" 4 -: c 2 / ex / 7 / 4 .0 Pk.. e" •■■ 64. / - con-43-ves zyt (:y: c4, 11.1_ e6)'-- "/ 7:-) 4n M49.7L.!' 4 -4- 3 ia-xyr _ _ _ 7-1 2 irfniz " 0 6/ j.58 e0/2. /'/21' ("A- _ 7 f St:2-'s (8/1..1 Lk 1-17 fit - e - 2s ts 2_•1 > • —so- 11 41 'S Tyr---fe - e_ 2-4 4 -( 1 ose■- --- f4so ' MP?' - Sr `-1 Ly L > /2-C.9 TYLI el.44 Fr 1.0 16.12 Pet.... I 4 1441 , 411 11 Lti L7 ?t FILE NO. 5- ''' SHEET NO. MADE BY A .46".. 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