Loading...
Plans (12) BUP2018 -00092 ( 2/2 ) (3 pS: � Nu0 'cQ_C_ I�AI � SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS Bac I-JOIST END OVER INTERIOR SUPPORT E2 HANGER DETAIL DESIGN LOADS LP LSL, LP LVL or Applied loads at end of tl joist Rim may be substituted must be supported directly by for I-joist blocking the girder, or by o ledger or FLOOR: ROOF: eking fastened to the girder. owN Blocking is required . . BUILDING PRODUCTS when I-joists end at LIVE LOAD: 25 PSF LIVE LOAD: N/A support. DEAD LOAD: 25 PSF DEAD LOAD: N/A � IT IS THE RESPONSIBILITY OF THE CONTRACTOR/FRAMER TO: r n M OO I. CAREFULLY READ THE LOUISIANA PACIFIC INSTALLATION GUIDE PRIOR TO V / 04";J- 04 C:) PRODUCT PLACEMENT. T co 2. PLEASE OBTAIN APPROVAL FOR THESE PLACEMENT PLANS FROM THE lapping Be sure to check M I web filler 00 ARCHITECT/ENGINEER/DESIGNER OR RECORD. butting requirements for 3. USE THESE LAYOUTS IN CONJUNCTION WITH THE CONTRACT DRAWINGS. hangers verity capacity and fostering r//M (see calculations) requirements of hangers and 1..1- THIS PLACEMENT PLAN DOES NOT SUPERSEDE THE CONTRACT DRAWINGS connectors O^ UNLESS APPROVED BY...(SEE NOTE #2) 0O 0 LO � � O ILL 4� w OFFICE COPV �� � 1 IT52.56/11.88 (TYP.) O INSIDE FACE _ I - IUS2.56/11.88 (TYP.) = INSIDE FACE JOIST PERPENDICULAR HUC0612-SDS HUC0612-SDS O -JOIST TO BEAM HGUS7.25/12 HUCQ610-SDS HUC0610-SDS HUCQ610-SDS HUC0610-SDS LL TO EXTERIOR WALL. CONNECTION. _ w ` 1 - GLB s 1 2' % „ !, 4' X 21' P.T. O EA. END DROPPED l = DROPPED = DROPPED DROPPED FULL HEIGHT WALLS O EXTERIOR (TYP.) i----- 1 /y mlmmmrmlDROPimlmm.... mmlmmlm mmlmlmmmr mlmlmmrmm City of Tigard v Y DROPPED Gus 5 1[z' x s ,/#' cLB 5 t/fz' x 9 1/{ GLB 5 1/2' x s 1/4' cLB ¢ 1/fz' x s ,/a' _ _Q X ,D P. X ,D P. . X ,D P. . x ,Q P. . Approved Plans AA m m oNI 1 1111111111111.1111 IjjI NI I N NI _ NI oW , 1 N HUC68 IS W m _m m m (TYPm B _ Z �Date� - �� N 1I1 11111 2 QAVV//l JA U - - HGUSS. LO d A9 .1 1Ad JR Aj d i d d d .14 = % � + + + + • HUC68+ + - APPROVED o ockf M O 85 FRAMING I I 3 ^L < COOA .11 AA _ mm a OTHERS m m m m 0 .11 15 .19 .19 �I �I m � o!O1 0AA 15 -_-- FRSING j m ... 1 AR .14 ! OTHERS ; ii OF PERMIT J I_J VALIDITY RRW THE ISSUANCE S A PERMIT ' ) �N Q 2.B ----- ----- -------- Bwuuw ----- ----- ----- ---- ----- ---- BASED ON CONSTRUCTION V, 1 B3i FULL HEIGHT WALLS O C RRIDOR (TYP.) j I 1 B3 HUC0610-SDS i i 1 DOCUMENTS AND OTHER DATA SHALL NOT PREVENT will m Q HUC0610-SDS j THE CODE OFFICIAL FROM Z O W 00 Bal j ! ! pEQUIRING THE CORRECTION , • FULL HEIGHTWALLS O CORRIDOR TYP. U ERRORS•OSSC 105.4 W A9 ALS A5 IS .0 .11 m FRAMING .11 14 .11m _ OTHERS Q li C/3 d V 'Iro U p op m HGUS5.50/12o o o VO 0U L 0 FRAMING w N I V BY OTHERS =` V w + _ +J4 1 AA + + I m HUC68 ' m + O3 mI I + nnunnnuuu I BS FLL 0 CO ALI .14 .14 15 19 15 V I I I I I O Z All. Z ED ED j HGUS5.50/12 m n 1 1111 11111 1111 11111 1111 , w 4 _ „B2„ N5 HUC68 _ Q O �/ Li.19 19W ..ILL'' W d ( ! (TYP.) IZ GLBOP 1/2' X 9 1/4' GIB ¢ 1/2- X 9 1/4' P ,/2' X 9 1/4' X' 1/2" X 9 1/4- HGU57.25/12 z LL mp X 10 P.7T. X 10 P.TT. ! 10 P.T. 10 P.T. O EA. END GLB 5 1/2'QR�fZ]� DC 21' P.T. m� Iri Iri 2.D - ww.ww.ww. ----- _ ww.ww.w u/uu.uuuwuu..l..........lw n/ j'ULL HEIGHT WALLS O EXTERIOR (TYP.) DROPPED DROPPED ! ITS2.56/11.88 (TYP.) O = 1 DROPPED I DROPPED HUC0610-SDS HUCQ610-SDS 1 JOIST PERPENDICULAR N� HUCQ610-SDS n1 HUCO610-SDSm HUC0612-SDS mC HUC0612-SDS HUC06,2-SDS :m IUS2.56/11.88 (TYP.) W Q O I m_ I - i - _ O I-JOIST TO BEAM I m� m m' j m m' :m INSIDE FACE TO EXTERIOR WALL. INSIDE FACE - 1' I I 1 CONNECTION. I1� 0 I I I I I I I I I I � J WwC� � W � o = - F- o a � � looll- c.9 z O IODATE OF DESIGN F- 02/ 15/ 19 -- 02/ 15/ 19 1 DATE OF REVISION Q Designed By: Aaron Hulse - Huttig Bu ding Products �, MARK TYPE QTY. SERIES DEPTH LENGTH NONE J8 I-JOIST 22 LP118 11 7/8" 6' z J7 I-JOIST 7 LP118 11 7/8" 7' J5 I-JOIST 93 LP118 11 7 8" 9' DESIGNER J4 I-JOIST 91 LP118 11 7/8" 11' J6 I-JOIST 2 LPI 20PIus 11 7/8" 9' APH J3 I-JOIST 63 LPI 20PIus 11 7/8" 13 AMBER TYPE QTY. SERIES GRADE LENGTH �I J2 I-JOIST 52 LPI 20Plus 11 7/8" 14 STD. GLU-LAM BEAM 8 5 1/2" X 9 1/4" 24F-V4 10' U3 J1 I-JOIST 39 LPI 20PIus 11 7/8" 15' STD. GLU-LAM BEAM 1 2 5 1/2" X 11 1/4" 24F-V4 21 ' N/A TYPE QTY. SERIES DEPTH LENGTH N/A TYPE QTY. SERIES MANUFACTURER N/A R HUTTIG DESIGN NUMBER RIM 21 1 1/2" 1.35E LSL 11 7/8" 24' - HANGER 4 HGUS5.50 12 Simpson - V U I L D I N G 2 803003 MARK TYPE QTY. DIMENSIONS GRADE LENGTH** HANGER 4 HGUS7.25/12 Simpson - HANGER 20 HUC68 Simpson SECOND FLOOR I-JOIST PLACEMENT PLAN B10 LP LVL BEAM 3 1 31/4- X 11 7/8" 2.0E 5' - HANGER 20 HUCQ610-SDS Sim son - PAGE Bil LP LVL BEAM 2 Multi-PI 1 3/4" X 11 7/8" 2.0E 5' - THIRD FLOOR IDENTICAL 69 LP LVL BEAM 4 Multi-PI 1 3/4" X 11 7/8" 2.0E g' - HANGER 6 HUCQ612-SDS Simpson 6 B5 LP LVL BEAM 54 Multi-PI 1 3/4" X 7 1/4" 2.0E 9' - HANGER 71 ITS2 . 11 .88 Simpson _ FOURTH FLOOR IDENTICAL OF 83 LP LVL BEAM 12 Multi-PI 1 3/4" X 7 1/4" 2.OE 13' - HANGER 215 IUS256 11.88 Simpson ORIGINAL PLAN DATE B7 LP LVL BEAM 3 Multi-PI 1 3/41. X 9 1/2' 2.0E 7' **Multi- ly beamply's are added to multi-ply quantity. FLOOR JOIST TO BE 11-7/8" LPI 18 @ 24" O.C. TYPICAL U.N.O. 03/29/18 B6 LP LVL BEAM 3 Multi-Ply 1 3/4" X 9 1/2" 2.0E 8' B9 LP LVL BEAM 3 Multi-Ply 1 3/4" X 11 7/8. 2.OE 6' ♦ = JOIST CALC PROVIDED B4 LP LVL BEAM 6 Multi-PI 1 3/4" x 11 7/81, 2.OE 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: B2 LP LVL BEAM 8 Multi-PI 1 3/4" X 11 7/8" 2.OE 14' 81 LP LVL BEAM 16 Multi-Ply 1 3/4" X 11 7/8" 2.0E 16' Icates START of joist layout 1/8" = 1'-0"