Laserfiche WebLink
0 600S162-43 @ 16"OC 600S162-43 STUD @ 24" <br /> �, �— 600T150-43 <br /> � (2)-S600S162-43 STUDS <br /> � �. <br /> 0 <br /> v 16GA BENT PL W/(2)-# i i U a <br /> � 10 SCREWS EA.LEG � � � � <br /> N � . <br /> z C� � � � �� ��� <br /> � � <br /> � � 600T160-43 � N a`°i ao <br /> Y X ',X' L N � <br /> U � N c� � <br /> Q X ', �X � � oui <br /> m � � <br /> � ��� X ;x; STUD TO STUD 600T150-43 � � � � <br /> z � X I Ix 1/8 2-12 � j �� o � <br /> � W � <br /> wo #10 SCREW @ 12"OC,TYPICAL � ci> >�� <br /> (2)600S162-43 � � °' �' <br /> � L � N C <br /> � V1 `— — <br /> L LC> <br /> Q m <br /> +� <br /> 0- I u i n � el' C . . <br /> w� ' (2) 1200S162-68 B X BEAM 68 MIL PL 6 x1-0 BOTH 600T150-43 U � ,1; a� <br /> W/WEB STIFFENE S SIDES W/ 8-#12 SCREWS � z �° " <br /> n- � � ++ ocfl � <br /> � � aoo3 . <br /> Z <br /> a � <br /> / � � <br /> 600S 162-43 ' <br /> SCALE: 3/4" = 1'-0" CRIPPLE STUD SCALE: 1"= 1'-0" ' � : <br /> � <br /> � DR CONN T P 5 � B�X HDRTYP � <br /> � H C <br /> 0 <br /> LGMF - TYPICAL INTERIOR FRAMING CONC. PT SLAB&REfNF. 3112��MIN.TO � I o <br /> PER PLAN — CONC. PT SLAB&REINF. SLAB EDGE � � _ �`�3�(r� N <br /> LIGHT GAGE FRAMING AT INTERIOR NON-BEARiNG, NON-STRUCTURAL WALL PER PLAN � c�, � ��`��,,,.J�: � <br /> � CONDITIONS SHALL BE FRAMED ACCORDING TO THE TABLE NOTED BELOW. a o� � ''yw � � <br /> MASONRY <br /> a a � <br /> STUD SPACING MAX HEIGHT COMMENTS �_ � �, /� °, � �-�"--."`, — ——— ——� VENEER � w � � '��`� � � � � � <br /> MEMBER [in OC] [ft) ° RE:ARCH. ° <br /> —=�-- ---- - -- — =- — --- — — — `� <br /> �-:r- s�°�..�_, �� �. �. h' <br /> 362S125-30 24 13.0 � � 3/4"CLR.GAP �� b�L,�� ��� ��; � � <br /> �° �6,�� _ �1 <br /> 16 15.0 ( I �t � w � I I <br /> 12 16.5 (1)#8 SCREW EACH SIDE � � - <br /> 362S125-33 24 13.5 TOP&BOTTOM TYPICAL -- � � � M (1)#10 SCREW EACH SIDE M � � 16 GAGE SLP-TRK TOP TRACK <br /> � 16 15.5 � � � 20 GAGE SLP-TRK TOP TRACK TOP&BOTTOM TYPICAL � � W/WOODKNOCKER II CAST IN <br /> � � W/WOODKNOCKER II CAST IN PLACE PLACE <br /> � 12 17.0 20 GAGE BOTTOM TRACK INSERTS AT 16"O.0 � � INSERTS AT 16"O.C. o <br /> i I I �R EXTERIOR NON BEARING WALL SCHEDULE � � �R � � � o <br /> 362S125-43 24 14.5 W/PT ANCHOR PT-5/8-X-F AT 48°O.C. PT-58-8-C AT 16"O.C. � a � � N <br /> 16 16.8 (RE: PTANCHOR.COM) � � 5/8"DIA.CAST IN PLACE ANCHOR BOLT MAX HEIGHT STUDISPACING I I p � � � <br /> , 12 18.5 OR � � W/7"MIN.EMBED AT 48"O.C. <br /> OR Ic� � o <br /> 5/8"DIA.CAST IN PLACE ANCHOR BOLT I I OR 10'-0" 600 S162-54 AT 16"O.C. � � 518"DIA.CAST IN PLACE <br /> ' i � � <br /> o � o <br /> 600S125-30 24 20 HILTI X-C#63 AT 12"O.C. INTERIOR ONLY � � ANCHOR BOLT W/7"MIN. <br /> �; W/7"MIN. EMBED AT 48"O.C. � ) 18'-0° 600 S162-68 AT 12"O.C. <br /> 16 23 �R I I EMBED AT 16"O.C. <br /> i 12 25.3 HILTI X-C#B3 AT 12"O.C.(INTERIOR 3"MIN. EDGE (fy=50 KSI) �' <br /> EMBEDMENT RE; ICC ESR 1752. I <br /> ONLY)3"MIN.EDGE I I 20'-0" 800 S162-50 AT 12"O.C. <br /> STUDS PER SCHEDULE 8/S8.01 (fy-50 KSI) w <br /> �� 600S125-33 24 20.6 _ <br /> ; 16 23.8 EMBEDMENT RE: ICC ESR 1752. I I � <br /> 12 26.0 I I � (1)#8 SCREW EACH SIDE TOP � � <br /> �� � � o <br /> I I &BOTTOM TYPICAL � � 31/2"MIN.TO z; Z� O <br /> / 16 GAGE BOTTOM TRACK SLAB EDGE �� pI O <br /> I NOTES: FOR INTERIOR NON-STRUCTURAL, NON-BEARING, NON-COMPOSITE STUD i i / �— CONC. PT SLAB& W/5/8"DIA.CAST IN PLACE ANCHOR I I �; �, U � <br /> WALLS � REINF.PER PLAN BOLT 7"MIN.EMBED AT 16"O.C. I STUDS PER SCHEDULE �I �I �� �i <br /> I I Z' U U <br /> I 1.WALL STUD DESIGN BASED ON APPLICATION OF 5 sf LIVE LOAD n =—a�' � — . -8 - ' CONC.PT SLAB&REINF.PER PLAN 1 #10 SCREW EACH SIDE � O O <br /> p <br /> — ——— — —— —— <br /> PER IBC [1607.14] � a� a (T.O.CONC.WALL SIM.PER ARCH.) -�� � � TOP&BOTTOM TYPICAL ¢ � � <br /> 2.WALL DESIGN BASED ON A MAX DEFLECTION OF L/240 � � , i ` � I I z � � <br /> 3. LIMITING HEIGHTS BASED ON CONT SUPPORT OF EACH FLANGE � 4 ;a � " � '-'-' MASONRY VENEER o m m <br /> �_ � Q --�:-_— ----- -- RE:ARCH. O u�i v�i <br /> OVER FULL LENGTH OF STUD , � ' <br /> 4. STUD STEEL PROPERTIES BASED ON SSMA NON-STRUCTURAL � E _�,_ �_ ° � �,___�,__�_ L 7X4X1/2 � � � • <br /> STUD SECTION PROPERTIES INCLUDING Fy = 33ksi. ° W/5/8"DIA.A.B.AT <br /> 5. SEE SECTION 05400 W STRUCTURAL NOTES FOR FURTHER... � ���M�N, 16"O.C.,TYP. zI Q o W <br /> I� SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" <br /> g LGMF SCHEDULE g� TYPICAL INTERIOR TOP & BOTTOM TRACK ,�p� TYPICAL EXTERIOR TOP & BOTTOM TRACK ; �, ; W � � <br /> ❑ � �� <br /> � <br /> U I � O O <br /> � =p Q N N <br /> � -�j w � Q N O� <br /> °° ar U, Q W iy � � �p � <br /> � � � � � �U o m <br /> �k . .. J � i ~" � <br /> i, mC� � Q } <br /> � � � Z Q U W � _ <br /> w U tn � Y � o c.�� a� <br /> i _ <br /> � __----_------._______. <br /> I <br /> � <br /> f <br /> i � <br /> � � <br /> i <br /> � <br /> /I � <br /> � � % +� � <br /> � <br /> � +� � � <br /> i � + � <br /> + � <br /> � � + . <br /> � -- <br /> + <br /> � - � <br /> � M <br /> ,� + -- Z I <br /> + HEAD TRACK z <br /> � - <br /> ��'�,I k HEAD TRACK `=�' k JAMB STUD ����G'`� � <br /> + pQ <br /> , � �G� o <br /> O � <br /> ' JAMB STUD Z � � <br /> a ������ Z <br /> 0 <br /> = k � � ` <br /> 5"MIN. k3 � ATTACH WOOD <br /> r � '� ���JG � INFILL FROM 2x WOOD INFILL '` <br /> 1 f Q� � OPEN SIDE OF FRAME TYP. <br /> I I I I p�G�`� o EA.MEMBER � <br /> �p�� � k V 1 <br /> TP-1 !KING POST � ( I ( p <br /> RE: 19/S8.01 I � � � I �� <br /> - r—�1 � <br /> II II <br /> ATTACH WOOD k 2x WOOD INFILL / � � � <br /> ' � � <br /> � ' INFILL FROM FRAME TYP. � � � �, � <br /> r� I I OPEN SIDE OF � � <br /> � ALIGN W/OUTSIDE EA.MEMBER ,� '` <br /> � � � � FACE OF LIGHT �"' Q,j '--� <br /> � ' � � GAGE STEEEL STUD k � $"' � O . <br /> � HSS 4X4X3/8 KING POST � � RE: 10/S8.01 � �1 <br /> AT 48 O.C.MAX. NOTE: � NOTE: � � � <br /> @ ' (WITHIN 1'-0"OF � � VERIFY ROUGH OPENING � VERIFY ROUGH OPENING � � <br /> � ' WINDOW VERTICAL I I DIMENSIONS WITH DIMENSIONS WITH � � T , � O <br /> � MULLIONS) � � � ARCHITECT AND DOOR SUPPLIER ARCHITECT AND WINDOW SUPPLIER ��� Q�' <br /> � � <br /> � I I 114" '� � � � � � <br /> � , 3/8"CAP PL t I '� \� ,� � i � � <br /> ,', 1/4"SHIM I � �' '�j + <br /> j , RE:ARCH. <br /> I � I L 7X4X112°CONT.LEDGER � '—' � <br /> � I 16 GA.TRACK I I � � N � <br /> � W/(4)#10 TEK I W/�SH M PL 3/4°X3"XO'-6° � <br /> � SCREWS/KING POST AT BRICK VENEER N w <br /> � <br /> � <br /> a ' � <br /> � <br /> ,' <br /> � _ <br /> � V <br /> N � <br /> � � S�A�E:�����AL INTERIOR NON-LOAD BEARING DOOR and <br /> SCALE: 1 1/2"= 1'-0" <br /> �? � g TYPICAL STOREFRONT HEADER SECTION 19 WINDOW OPENING , ' <br /> _ � <br /> c�-� U — <br />