Laserfiche WebLink
� <br /> � <br /> � 0 � <br /> '� .«... <br /> � . � <br /> 5TR.4P f'�R GODF l� ; � � � <br /> TOP PL�4TE /5 NOT c� <br /> GONT/NUDUS 01/�R o � L <br /> l�leb stiffener BE�M �� �° .� <br /> each side of�oist � �> � <br /> ° � a� � <br /> (if re�uired) � Z <br /> � � � \ � � <br /> �� o � <br /> � � � <br /> � ... t.� <br /> � <br /> \ �" R� � ' <br /> .� <br /> �� � o <br /> � � a <br /> � � <br /> i. c� <br /> \Joist hanger. Hanger height � � Q <br /> must be a mrnimum <br /> of b0% of the,joist depth. TR/MM�RS TO l`�RDY/DF�D�QU�T� B�R/NG � <br /> Load bearing cval/ above Load bearing cvall above STRUCTURAL VL BEARING FOR DOOR <br /> � /WINDOW � <br /> (beam be%u) (stacked over cvall be%ur) 1�VFB 5T/FFFNF1e5 ,4R�' RF'G?U/R�D /F THF 5/DF5 OF THF � NOT TO SCALE !� <br /> H.4NGFR DO NOT L.�TFR�LL Y SUPPOR r�4 T L�ST <br /> � , �/8" O� TH� l-JO/ST TOP FL�NGF ,I� � <br /> � I-JOIST HANGER ON BEAM <br /> \ `�� U NOT TO SCALE <br /> � <br /> � �� � �veb stiffener each <br /> 2X 5TUD5 <br /> � side of�oist (if (� , � � <br /> \ rec�uired ��\ FDGF Nfi/L U.N.O. 50LE N.�IL <br /> )��\ ��° \ y <br /> ���� 5Hl'G � <br /> � �� \�,,\ � ° � \ • W = <br /> � \ �. � GOIVT. 2X I�Y.EB 5T/FF <br /> \, � \ \ �� L5L R/M BY J5T MFR Q O <br /> � � \�� � � � R/M N�lLS Z � Z �� <br /> � �� � � � � PFR MFR �4.���1b" O �- N � <br /> � \\ � \ ; --�I W Q <br /> � �DG� N.4/L (' 3 O <br /> � <br /> � DBL TOP l -JO/5T PFR PLAN Q � }. >' <br /> Joist Blocking .loist B/ockin \ Joist hanger f'�F D�T�4��' N�IL �RG � � Z Z <br /> g P�R J 5 T � W O <br /> 5ee literature for 5ee literature for \ The potential for top p/ate rotation may reduce hanger capacities. HDR� MFR - (2) y y a <br /> vertical load capacity. Yertical load capacity. Gontact manufacturer for assistance. OPNGS �2d MlN � � = V <br /> 5F F P Lfi�N � 2 X 5 T U D 5 W � _ <br /> � <br /> � a � <br /> 3 I-JOIST BEAM BEARING DETAIL �3 I-JOIST WALL BEARING DETAIL , <br /> 9 I-JOIST HANGER ON STUD WALL � I-JOIST�BEARING @ EXTERIOR WALL V � <br /> NOT TO SCALE NOT TO SCALE NOT TO SCALE �- Z <br /> _ <br /> � � <br /> � <br /> 00 <br /> 8.4GKFR BLOGK (�2" 2X 5TUD5 Q <br /> �,O.�O p/f maximum !�Y/DF M/N.� N�IL !N/TH = <br /> � load (or 2, 900 /bs at 2' \ �O - 90D N�iLS. STR�P PFR GODF l� TO� PL�TE �DG.E N�IL U.N.D. 50LF N�IL <br /> on-center minimum) � lNST�LL T/GHT TO TOP /5 NOT GONT/NUOUS OY,�'R B�'.4M 90dc�4" OG <br /> Header hanger ~�., FL�NGF' <br /> FiUer b/ock \�� GONT. 2X � wF� � <br /> . (nail to,joist . � ° � � L5L R/M � � <br /> 5T/FF. • <br /> ureb) JD/5l Hfi�NGFR ' \ R/M N�/LS BY J5T � � <br /> Header fi� � o� o PFR MFR � T MFR � �°' <br /> . � � <br /> \ a � �DGF N�lL / JD/5T PFI� � � <br /> \ � <br /> � <br /> � � \ DBL TOP FND BLK PFR MFf� � <br /> \ �'L.4lF - L�P / -JO/ST BLK'G C� ,32" OG �«, �, <br /> f�FR DET.4/L N�4/L BRG � � <br /> \ P�R J5T . <br /> � <br /> �ie/d-instal/ed backer b/ock at ���� 2X 5TUD5 � � <br /> F/LL.�'R BLOGK. �� � 12d M/N � w <br /> reactions over 250 /bs N�IL �1llTH �O- \, I-JOIST BLK'G PARALLEL TO EXTERIOR � <br /> ��� 90D N,4/L5 � WALL� „ � � . <br /> � 1 1 -0 -.:�: y= <br /> INhen Supported by se/ect manufacturers, B�4GKFR BLOGK RFQU/R�'D INHFRF TOP � <br /> maximum hanger capacity is �� <br /> approximate/y 2,000 /bs. Refer to hanger MOUNT H�NG�'R LOfiD FXG��DS 250 LBS. �� <br /> manufacturer's literature for details. lNST�LL T/GHT TO TOP FL,�NGF Sum vertical load capacities z �� <br /> of joist � rimboard for � � <br /> I-JOIST INTERMEDIATE BEARING DETAIL �l STRUCTURAL VL FRAMING INTO WALL tota/ vertical load capacity. �, Q M <br /> � I-JOIST SIDE LOADED DOUBLE JOIST � � ^ � g <br /> �` NOT TO SCALE �� NOT TO SCALE U NOT TO SCALE � .� � � � <br /> SP�N � .� <br /> \ � � � o <br /> \ � � O � ~ <br /> DO NOT GUT HOLFS /N , <br /> GskNT/L�1iFR POf�T/ON )/ �/ 9/ � <br /> c <br /> '3 � M/D SPr4N � DOUBLF BGl 90/5T z ; <br /> -- � 1/2 Dl�. �- „ \ 8� o <br /> GONI�I�'GT/ON � � � <br /> 2 Dl�. HOLFS 5f'fiGFD � ��2 Dlr4. Backer and Filler Block Dimensions - = a <br /> HOLF (TYPJ �1/FNL Y r4P.4R T HOL,� (TYP) � '3 � <br /> - , , � B C(°J o i s t B a c k e r B l o c k Filler Block Thickness � W <br /> � -0" 6' 6 (� 1 -0' 11 3/4' <br /> U <br /> ! � � � eries Thickness M ^, <br /> O M�O MIN. M/N. M/N. J�4�� or 7/8�� �\ <br /> � F/LLFR BLOGK 5000s 1.8 Wood panels Two 3/4" wood panels or 2 x_ � � �� � _ <br /> � � � �� �;\(5FF GH�4RT) � �. <br /> � � � 1-1/8" or two 1/2" ��� � <br /> � �� 6000s 1.8 Wood panels 2 X_ + 5/8" or 3/4" wood panel ' � <br /> UNGUT L,�NGTH 4F l�V�'B BFTYVEFN \ 1-1/8" or tw 1 2" � � PROJ. N0: � <br /> �DJ�GFNT HOLFS MUST BF lYY/GF THF \ � 6500s 1.8 Wood panels / 2 x_ f 5/8" or 3/4" wood panel � �� � ° � 6028 W <br /> {�Y�'B -F/LLF �� �� ,� � ; <br /> LF�4NGTH OF TH.�' L�4RGFR HOLF N�eIL/NG �2" O.G. 1-1/8 or two 1/2 PERMIT DOC � <br /> NOT�S: D/MFNS/ON ��\� � 60 2.0 wood panels 2 x_ + 5/8" or 3/4" wood panel SH��R � � DRAWN BY: Author 3 <br /> 1. DO NOT GUT Of� NOTGH J0/5T Fl_..4NGE5. �\ BLOGKIIVG a CHECKED BY; Checker i <br /> 2. DD NOT GUT, DR/LL OR NOTGH L�M/N�TFD 1i�'NFF'R LtIMB�'R V1(ITHOUT �\� 90 2.0 2 x_ lumber pouble 2 x_ lumber �H�R� DATE: 5-16-17 0 <br /> � $CAL�:As indicated � <br /> 5P�'G/F/G �PPROY.4L O� �NG/NEF'R � R�QU/RFD y <br /> GONNFGT/ON Y�4L/D FOR �LL �PPL/G�T/ONS. GONT�GT a `_ <br /> FOR L�RGFR PF�IETR�4T/ON5 5FF M�NUF�4GTURFR 5P�'G/F/G�T/ON5 M�4NUF�GTURFR FOR SP�G/F/G GONDIT/ON5 � F RAMI N G ; , <br /> � 1-JOIST ALLOWABLE PENETRATIONS <br /> ^ D ETA I LS o <br /> �1" - 1'-0" � I-JOIST DOUBLE BCK - F14 � I-JOIST RIM BOARD PARAREL TO JOIST o � <br /> ' NOT TO SCALE � � NOT TO SCALE ^ ; <br /> � v <br /> � � <br /> � <br /> � <br /> a� <br /> � SZ. 1 � <br /> � <br /> IF LINE DOES NOT MEASURE 1"SHEET IS NOT TO SCALE <br /> IF ANY DISCREPENCIES ARE FOUND, NOTIFY ARCiiITECT IMMEDIATELY. VERIFY CONDITIONS AND DIMENSIONS IN FIELD. <br /> �$- " _ _ � <br />