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Plans (2) BUP2018 -00096 ( 2/2 ) Q SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS Bac I-JOIST END OVER INTERIOR SUPPORT E2 HANGER DETAIL DESIGN LOADS Rim Lm LP LVL or ut Applied loads at end re tl joist Rim may be substituted must be supported directly by for I-joist blocking the girder, or by a ledger or FLOOR. ROOF. LP cking fastened to the girder. Blocking is required BUILDING PRODUCTS LIVE LOAD: 40 PSF LIVE LOAD: N/A when I-joists end at support. DEAD LOAD: 25 PSF DEAD LOAD: 11"i IT IS THE RESPONSIBILITY OF THE CONTRACTOR/FRAMER TO: ( � (0 00 I. CAREFULLY READ THE LOUISIANA PACIFIC INSTALLATION GUIDE PRIOR TO V / 1c:3- 04O PRODUCT PLACEMENT. 2. PLEASE OBTAIN APPROVAL FOR THESE PLACEMENT PLANS FROM THE I°PPin9 Be sure to check m� ARCHITECT/ENGINEER/DESIGNER OR RECORD. butting web filler requirements for Verify capacity and fastening n/ 3. USE THESE LAYOUTS IN CONJUNCTION WITH THE CONTRACT DRAWINGS. hang(see cal requirements of hangers and LJ� (see calculations) connectors THIS PLACEMENT PLAN DOES NOT SUPERSEDE THE CONTRACT DRAWINGS O_^ UNLESS APPROVED BY...(SEE NOTE #2) QO RECIEIVEr) L JUL 2 2 2019 Q O CUX BUILDING DIVISION �� 6. 1 6.2 6.3 6.4 6.5 ���ICE COPX . � Q� z EL W INSIDE FACE - yy! IUS2.56/11.88 (TYP.) - �/ IN j j ® I-JOIST TO BEAM p j j 1"d— W HUC0612-SDS HUCQ612-SDS CONNECTION. - HUCQ612-SDS HUCQ612-SDS W U DROPPED DROPPED __-_-_-_- /1 nnmlMMFFFN ...... mmmlm s malls lmrmmnnmINIP" j Y —————— _ GLIB 5 1/2" % 11 1/4" % 2r P.T. 2" % 11 1/4" X 21' P.T. _O HUC68 j (TYP.) m.19 In z City of Tigard z e Appro ed Plans — =Mo ! � Dated v Q U By N = ! Q ! O 0 ! O — Z' ! O m _ I � 00 o- 4 AA 14 A1P�,�����J m o I 1 it i II 6.B I ---- ----- --------�---------- --------- U) v! m Q 6 1 FULL HEIGHT WALLS ® CORRIDOR (TYP.) MATCH LINE ! Q HucQ...... s j Z O W _-_-_-- 96 ---------._- --------- / + N r"T 1 rrT 'I W U 7 LL F In !. Q II / I FRAMING p - / 7 BY m JI• `/1l` L 1IF JA �__c l____J; OTHERS y -I _ JA I 1� x 11 0 N CIO C: U .119 In rn l m i �V n - U ,YrrV v, .14 W v o FRAMING o v m m In Ip ci 81' OTHERS m I a 0 ww HUC68 Z + In 1- 11111111111111111 ! -F J W BSAA I U IL.IL m m .11 g V x I wx : m I Q HGUS5.50/12 0 z j .17 ! ILI►V HGUS7.25/12 HUC68 I I Q r1/ ® EA. END (TYP.) ! ( I � L{� m- I I W GLIB 5 1/2' % 11 1/4' % 21' P.T. ,_B8,_ GLB 5 1/2" X 11 1/4" X 21• P.T. I J WIWVYWIWWWIWYWWWIWWIW WlflluWLWYnuuumw _-_-_-_-_-_-_ w ITS2.56/11.88 (TYP.) ® - DROPPED DROPPED j L JOIST PERPENDICULAR m, HUC0612-SDS HUC0612-SDS m UC —SD HUCQ612-SDS HUC0612-SDS j ICm j r O TO EXTERIOR WALL - € I -m INSIDE FACE I I I I I � I ( I ! J J O w W �' III W w C� � I� _ — oI0 0 ° U) W U 0 z - o_ DATE OF DESIGN 02/ 15/ 19 DATE OF REVISION Q NONE z Designed By: Aaron Hulse - Huttig Building Products MARK TYPE QTY. SERIES DEPTH LENGTH DESIGNER J7 I-JOIST 6 LP118 11 7/8" 6' JI-JOIST 7 LPI18 11 7/8" 7 APH LLJ J55 1-JOIST 34 LPI18 11 7/8" 9' LLJ J4 I-JOIST 80 LPI18 11 7 8" 11' UD J3 [-JOIST 18 LPI 20Plus 1 11 7/81, 1 13' CAMBER TYPE I QTY. SERIES GRADE LENGTH J2 I-JOIST 26 LPI 20PIus 11 7/8" 14' STD. GLU-LAM BEAM 4 5 1/2" X 11 1/4" P.T. 24F-V4 21 ' J1 I-JOIST 8 LPI 20PIus 1 11 7/8" 1 15 HUTTIG DESIGN NUMBER N/A TYPE QTY. SERIES MANUFACTURER N/A BUILDING 6 a 803003 N/A TYPE QTY. SERIES DEPTH LENGTH - HANGER 2 HGUS5.50 12 Simpson - RIM 11 1 1/2" 1.35E LSL 1 11 7Z8" 24' - HANGER 2 HGUS7.25 12 Simpson - HANGER 10 HUC68 Sim san — SECOND FLOOR I—JOIST PLACEMENT PLAN MARK TYPE QTY. DIMENSIONS GRADE LENGTH** - HANGER 2 HUCQ610-SDS Simpson - (THIRD FLOOR IDENTICAL) PAGE B9 LP LVL BEAM 4 1 3/4" X 11 7/8" 2.0E 5' - HANGER 110 HUCQ612-SDS Simpson FEE] B7 LP LVL BEAM 2 1 3 4" X 11 7/8" 2.0E 7' - HANGER 32 ITS2.56 11.88 Simpson5O6 � F B5 LP LVL BEAM 27 Multi-PI 1 3 4" X 7 1 4" 2.0E 9' - HANGER 117 IUS2.56/11.88 Sim son (FOURTH FLOOR IDENTICAL) B3 LP LVL BEAM 6 Multi-PI 1 3/4" X 7 1/4" 2.0E 13' 4�]l ORIGINAL PLAN DATE B6 LP LVL BEAM 3 Multi-PI 1 3/4" X 9 1Z2" 2.OE s' ""Multi-ply beam ply's are added to multi-ply quantity. FLOOR JOIST TO BE 11-7/8" LPI 18 0 24" O.C. TYPICAL U.N.O. 03/29/18 B8 LP LVL BEAM 3 Multi-PI 1 3/4" X 11 7/8" 2.0E 1 6' ♦ = JOIST CALC PROVIDED B4 LP LVL BEAM 3 Multi-PI 1 3/4" x 11 7/8" 2.0E 13' GLB DESIGNATION: 5- 1 /2"x`13- 1 /2"x`10' = GLB 513 10' NOTE: THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP SCALE: 82 LP LVL BEAM 4 1 Multi-PI 1 3/4" X 11 7/8" 2.0E 14' 1/8" = V-0" B1 LP LVL BEAM 8 Multi-PI 1 3/4" X 11 7/8" 2.0E 16' Indicates START of joist layout