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HomeMy WebLinkAboutJOIST - 07-00422 - 648 Wheatland Dr - New SFRMI 2 Rml CS A3 A3 E a! A3 CRI CS A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information FAX A3 A3 A3 I LEVEL NOTES File Name: sd-SEZ Const Harrison.JOB Level Name: Main Level Plotted: 8/20/2007 13:40 Design Status: Main Level..... 8/20/200713:34 Second Level ... 8/20/2007 13:31 Roof ........... 8/20/2007 13:26 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 49 Lowest Rating: 41 - Highest Rating: 68 Glued di Nailed Decking is Required Direct Applied Ceilinq is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing c 16"* *Unless noted otherwise Scale: 718" = V TjAXPgrt. �wwaoe,X HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Hl 30 IUTII 10-NIO 2-N10 H2 16 ITTI1.88 4-N10 2-NIO 2-N10 H3 1 WPU3511.88-2 3-16d 4-16d 6-N10 (2) Hanqer Notes: (2) Web -Stiffeners Required JOB COMMENTS sd-SEZ Const Hnrrison Project DB-bte CREATED BY BMC West P.O. Box 1831 Idaho Falls, ID 83403 (208)557-5056 FAX: (208)529-3610 SYMBOL LEGEND O Point Load Line Load Area Load BBO Beam By Others O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) Page 1 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ-Xpert 6.42 (5693) C6.42 06.42 56.42 P6.42 JOIST AND BEAM LIST Plot ID Length Product Plies Qty A40 40' 11 7/8" TJI 116.1oist 1 16 A36 36' 117/8" TJI IIQ,joist ' 1 5 A30 30' 117/8" TJI 110.1oist 1 8 A26 26' 117/8" TJI 110 joist 1 12 A16 16' 117/8" TJI 110.loist 1 25 A14 14' 117/8" TJI 110.1oist 1 2 Al2 12' 117/8" TJI 110,1ojst 1 3 A6 6' 117/8" TJI 110.1oist 1 10 Ml 12' 13/4" x 117/8" 1.9E Microllam LVL 2 2 M2 8' 13/4" x 117/8" 1.9E Microllam LVL 1 1 M3 4' 13/4" x 11 7/8"19E Microllam LVL 1 2 ACCESSORIES LIST Rml 16' 11/4" x 117/8" 1.3E TimberStrand LSL 1 16 Pct 14' 103/4" 117/8" TJI 360,joist 2 2 Bk1 V 2 1/4" 117/8" TJI 110 Blocking Panels 1 it Bkl* 8' 3 1/4" 117/8" TJI 110 .Blocking Panels 1 1 Wbl 8 7/8" 7/8" x 2 5/16" Web Stiffeners 2 4 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 82 Bk*, Random length blocking panel cuts Bk, Blocking Panels; Rm, Rim Board; Pc, Parallel Closure JOB COMMENTS sd-SEZ Const Hnrrison Project DB-bte CREATED BY BMC West P.O. Box 1831 Idaho Falls, ID 83403 (208)557-5056 FAX: (208)529-3610 SYMBOL LEGEND O Point Load Line Load Area Load BBO Beam By Others O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) Page 1 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ-Xpert 6.42 (5693) C6.42 06.42 56.42 P6.42 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information --------- ----- ----------- i I M6 r A3 F— — _.— Me .. l 12 1/6" Rm1 I HI 4 A6 1- RmlAf0_ I I � fm HSI 15.36" A3 i 3 MHI2 I A3 CS aP'I 2 II III A14 14 M8 i 4 411/16" III ASO SII 1M A16 I LIT A14HI HSM7 .I I M4I. m! 1 2 —.— 33/16" A3 i 4 3/8" 4 3/8" II II Hdl-3t LEVEL NOTES File Name: sd-SEZ Const Harrison.JOB Level Name: Second Level Plotted: 8/20/2007 13:40 Design Status: Main Level ..... 8/20/2007 13:34 Second Level ... 8/20/2007 13:31 Roof........... B/20/2007 13:26 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 60 Lowest Rating: 47 Highest Rating: 73 Glued S Nailed Decking is Required Direct Applied Cellinq of 1/2" Gypsum is Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16" "Unless noted otherwise Layout Scale: 1/8" = 1' SYMBOL LEGEND O Point Load Line Load Area Load BBO Beam By Others O Detail Callout Label (5ee Framer's Pocket Guide) Hd-t Header, and -t indicates quantity of 2x_ trimmers required at ends .� Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) CTJAXPgrt. HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes HI 29 IUT11 10-NIO 2-N10 H2 IIUTII 10-10d 2-NIO H3 2 Not Found H4 3IUT9 8-N10 2-NIO H5 1 Not Found Hanger Notes: CREATED BY BMC West P.O. Box 1831 Idaho Falls, ID 83403 (208)557.5056 FAX: (208)529-3610 Hd2-3t _III JOB COMMENTS 2 sd-SEZ Const Harrison Project DB-bte e2of3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ•Xpert 6.42 (9693) 06.42 66.42 66.42 P6.42 JOIST AND BEAM LIST Plot ID Length Product Plies Qty A16 16' 11 7/8" TJI 110 joist ' 1 9 A14 14' 117/8"TJI 110 joist 1 12 ASO 10' 11 7/8" TJI 110 joist 1 7 A8 8' 117/8" TJI 110 .foist 1 2 A6 6' 117/8" TJI 110.joist 1 8 Ml 16' 13/4" x 117/8" 1.9E Microllam LVL 1 1 M2 16' 13/4" x 11 7/8" 1.9E Microllom LVL 3 3 M3 14' 13/4" x 117/8" 1.9E Microllam LVL 3 3 M4 14' 13/4" x 117/8" 1.9E Microllam LVL 2 4 M5 - 12' 1 3/4" x 117/8" 1.9E Microllam LVL 2 2 M6 8' 1 3/4" x 117/8" 1.9E Microllam LVL 1 1 M7 6' 13/4" x 117/8" 1.9E Microllam LVL 1 1 MB 4' 13/4" x 117/8" 1.9E Microllam LVL 1 3 HEADER LIST Hot 10' 13/4" x 14" 1.9E Microllom LVL 2 2 Hd2 18' 13/49 x 18" 1.9E Microllam LVL 2 2 ACCESSORIES LIST Rml 16' 11/4" x 117/8" 1.3E TimberStrand LSL 1 5 Bkl" 3 1/2" 117/8" TJI 110 Blocking Panels 1 1 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 20 Bk", Random length blocking panel cuts Rm, Rim Board CREATED BY BMC West P.O. Box 1831 Idaho Falls, ID 83403 (208)557.5056 FAX: (208)529-3610 Hd2-3t _III JOB COMMENTS 2 sd-SEZ Const Harrison Project DB-bte e2of3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ•Xpert 6.42 (9693) 06.42 66.42 66.42 P6.42 SYMBOL LEGEND /J Point Load Line Load Area Load BBO Beam By Others O Detail Callout Label (See Framer's Pocket Guide) End By I III MIN 4l/ VIII CREATED BY JOB COMMENTS BMC West sd-SEZ Const P.O. Box 1831 Harrison Project Idaho Falls, ID 83403 (208)557-5056 DB-bte FAX: (208)529-3610 m m t H4 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information R7 F1 :1 If, A22 m A16 A6 AIO R1 31 I LEVEL NOTES I File Name: sd-SEZ Const Harrlson.JOB Level Name: Roof Plotted: 8/20/2007 13:39 Design Status: Main Level..... 8/20/200713:34 Second Level ... 8/20/2007 13:31 Roof ........... 8/20/2007 13:26 NOTE: Level desiqn times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 35 to 35psf Live Load (115% LDF) and 15 to 18.7psf Dead Load Operator added additional loads. Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Normal O.C. Spacing c 2411" *Unless noted otherwise Scale: 1/8" = 1' TixPgrt. Hanqer Notes: (2) Web -Stiffeners Required Hip End By Other0101 s) ml Mp R7 I I� 9 I i� A16 \\ @ m: Al2 gag \\ep m l A10 I I HANGER LIST - Simpson Strong -Tie Company, Inc.® JOIST AND BEAM LIST Plot ID Qty Product Label Top No! is Face Nal is Member Noi is Notes H1 7 LBVI.81/11.8BX D40 L45 6-NIO 4-NIO 2-N10 (2) Hl 7 LSTA 9 4-I0d x 1-1/2 22' 117/8" TJI 110 Joist H2 6 LBVI.81/I1.88X U40 R45 6-NIO 4-N10 2-NIO (2) H3 38 Not Found - A18 18' 117/8" TJI 110.1oist H4 19 LSSU225 9-I0d 7-NIO (2) H5 22 LBV1.81/11.88X 040 6-N10 4-NIO 2-NIO (2) H5 22 LSTA 9 4-10d x 1-1/2 12' I1 7/8" TJI 110.ioist H6 1 HU5.125/12 22-10d 8-10d 11 7/8" TJI 110.1cist H7 1 HHUS410 30-10d 10-10d double shear 117/8" TJI 110.loist HB 1 LBV3.56/lI.BBX D37 L45 6-10d 4-10d 2-NIO 117/8" TJI 110.loist H8 1 LSTA 9 4-10d x 1-1/2 4' 117/8" TJI 110 Joist H9 1 HU5.31/9X R45 14-10d 6-10d 117/8" TJI 110joist HIO 1 HB5.50/11.88X D37 R45 6-16d 16-16d 10-N16 13/4" x 9 1/2" 1.9E Microllam LVL HID 1 MSTA-36 18-10d x 1-1/2 20' 13/4" x 11 7/8"19E Microllam LVL H11 I HHUS5.50/10X U37 R45 30.10d 10-10d double shear 13/4" x 11 7/8"19E Microllam LVL H12 1 HB5.50/11.88)( 037 L45 6-16d 16-16d 10-N16 13/4" x 117/81' 1.9E Microllam LVL H12 1 LSTA 9 4-10d x 1-1/2 8' 1 3/4" x 11 7/8" 1.9E Microllam LVL H13 1 H95.50/11.88X U37 R45 6-16d 16-16d 10-N16 ACCESSORIES LIST H14 1 LBV1.81/11.88X 037 L45 6-NIO 4-NIO 2-NIO Beveled 5/8" x 2 5/16" Web Stiffeners H14 1 LSTA 9 4-10d x 1-1/2 V 10 1/4" 117/8" TJI 110 Blockinq Panels Hanqer Notes: (2) Web -Stiffeners Required Hip End By Other0101 s) ml Mp R7 I I� 9 I i� A16 \\ @ m: Al2 gag \\ep m l A10 I I 3 of 3 FOR THE TJ•XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ.Xpert 6.42 (0663) C6.42 D6.42 36.42 P6.42 JOIST AND BEAM LIST Plot ID Length Product Plies Qty A24 24' 117/8" TJI 110.1oist 1 2 A22 22' 117/8" TJI 110 Joist 1 1 A20 20' 117/8" TJI 110 Joist 1 1 A18 18' 117/8" TJI 110.1oist 1 1 A16 16' 117/8" TJI 110 joist 1 14 A14 14' 11 7/8" TJI 110.loist 1 3 Al2 12' I1 7/8" TJI 110.ioist 1 6 A10 10' 11 7/8" TJI 110.1cist 1 10 AB 8' 117/8" TJI 110.loist 1 5 A6 6' 117/8" TJI 110.loist 1 6 A4 4' 117/8" TJI 110 Joist 1 8 A2 2' 117/8" TJI 110joist 1 1 MI 10' 13/4" x 9 1/2" 1.9E Microllam LVL 2 8 M2 20' 13/4" x 11 7/8"19E Microllam LVL 2 4 M3 20' 13/4" x 11 7/8"19E Microllam LVL 3 9 M4 14' 13/4" x 117/81' 1.9E Microllam LVL 1 1 M5 8' 1 3/4" x 11 7/8" 1.9E Microllam LVL 3 3 ACCESSORIES LIST Wbl 119/16" Beveled 5/8" x 2 5/16" Web Stiffeners 2 108 Bkl V 10 1/4" 117/8" TJI 110 Blockinq Panels 1 23 Bkl" V 8 3/4" 117/8" TJI 110 Blocking Panels 1 I Shl 4' x 8' Roof Sheathinq 1 34 Ohl 5' 117/16" 2x4 Overhang, filler & squash blocks 1 14 Bk". Random length blocking panel cuts Bk, Blocking Panels 3 of 3 FOR THE TJ•XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ.Xpert 6.42 (0663) C6.42 D6.42 36.42 P6.42