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� . . __ <br /> ENGINEERING <br /> 250 4TH AVE. S., SUITE 200 <br /> EDMONDS, WASHINGTON 98020 <br /> PHONE (425) 778-8500 <br /> FAX (425) 778-5536 <br /> NOTE: 2x OR 3x BLOCKING ONLY <br /> STAGGER SHEATHING AS IF BLOCKED DIAPHRAGM <br /> SHOWN. (IBC TABLE IS SPECIFIED DIAPHRAGM <br /> 2306.3.1, CASE 1 OR 3) FRAMING MEMBERS W/ BOUNDARY NAILING <br /> INTERMEDIATE SPACING PER PLAN PER PLAN NOTES 101ST ALIGNED <br /> 2" MIN 2 1/2"�b MAX HOLE FRAMING MEMBERS OVER SHEAR WALL <br /> 1/2 SPAN JOISTS PER <br /> SHEATHING SHEATHING PER <br /> ALLOWABLE DRILL AREA PANEL,TYP PLAN PLAN NOTES <br /> 1/3 DEPTH <br /> �------- CONTINUOUS <br /> — ---- <br /> IL_____Q _ ______J MIDDLE 1/3 PANEL EDGES <br /> 4" MIN 1/3 DEPTH �( I I <br /> ��vy �� <br /> G.�oF Aas�f�sc� <br /> NOTE: - - - - - — EDGE NAILING �� �,o�� <br /> HOLES DRILLED THRU JOISTS SHALL BE � <br /> PER SCHED �' � � <br /> 1/3 SPAN 1/3 SPAN 1/3 SPAN LOCATED IN THE MIDDLE THIRD OF I I I I I � � � <br /> THE JOIST DEPTH & MIDDLE THIRD OF I I I I I I � <br /> MIDDLE THE JOIST SPAN, BUT NOT THE EXACT ' � � ______ ��'S L �'�ti <br /> CENTER SPAN. CONTRACTOR SHALL I I� j�L <br /> MINIMIZE HOLE SIZE IF POSSIBLE. PANEL EDGES — — <br /> CONTACT ENGINEER FOR DRILLING — — � — — GLB PER PLAN SHEAR WALL PER XX/XX/XX <br /> OUTSIDE AREA SHOWN �� (BEYOND) P�,qN &SCHED <br /> I I I N� I NOTE: <br /> REFER TO DET 7/S4.1 <br /> FOR INFORMATION <br /> NOT SPECIFIED HERE. <br /> GUIDELINES FOR HOLES DRILLED THRU JOISTS TYPICAL FLOOR ROOF SHEATHING DETAIL SECTION <br /> 1 SCALE: 1 - 1-0 � SCALE: NTS � SCALE: i = 1-0 <br /> TREAD/RISER PER ARCH USE 1 <br /> 1/8" PLYWOOD TREADS UNO 2x12 NOTCHED N <br /> STRINGER J O <br /> 2x12 BLOCKING <br /> H N <br /> DO NOT OVERCUT NOTCHES 2x6 SISTERED PER F— � <br /> FOR TREAD/RISER SECTION A. p m p� <br /> H <br /> PROVIDE HILTI X-DNI (0.145"Q�) @ 12" � N z <br /> OC. EMBED MIN 2" INTO CONCRETE 2x12 STRINGER � � w <br /> W/STANDARD STEEL WASHER . . � <br /> U � � <br /> TREATED 2x SILL PLATE W w O <br /> � �; � a V <br /> EXIST 6"SLAB � 2 ' � ' <br /> ON GRADE � 2x6 SISTERED TO SIDE � � <br /> . OF 2x12 W/(2) ROWS . 2x6 BLOCKING W � � <br /> OF 10d NAILS � <br /> 4 ° 4 ° a STAGGERED @ 6" OC AS <br /> a 3x BEVELED PLATE p � � <br /> x x -�— x -�-- x x � .� x ax x x SHOWN • . p � <br /> _ z Q a ° a <br /> N � <br /> d' �y' °o �' o �y' o a' o �' o � o � o d' o o `b o `b Y <br /> 0 0�° o � o o� o o� o 00 0 0� o o� o o� o o� �o o Qo o � � <br /> Op Op Op Oa Op Op Op Op p0 pp <br /> �p o°O o°O o°O o°O o°O o°O o°O o°O O°o O°0 6� <br /> 2x STUD WALL OR Q <br /> 1 p BEAM PER PLAN � <br /> DESIGN: DTR <br /> 8-0 MAX SPAN BETWEEN <br /> DRAWN: JCS <br /> LANDINGS <br /> CHECK: CCC <br /> A.TYPICAL STRINGER TO LOWER LANDING B.TYPICAL STRINGER T� PONY WALL JOB NO: 1 41 25.1 O <br /> DATE: 08/08/14 <br /> TREAD AND <br /> RISERS PER ARCH <br /> BEAM PER PLAN (4)8d @ BLOCKING <br /> BEAM PER PLAN OR RIM BOARD <br /> VARIES PER PLAN <br /> SIMPSON THA213, EACH 2x12 STRINGER <br /> STRINGER,WRAP OVER EXIST 2x10 DF#2 JOISTS @ 16" <br /> BEAM WHERE REQUIRED • � STAIR OC TO BE FIELD VERIFIED. <br /> MAX ALLOWABLE SPAN OF NEW NON LOAD <br /> , • 9'-6". CONTACT ENGINEER IF BEARING 2x4 HF#2 <br /> 2x12 NOTCHED � 2X12 TREADS SHEATHING WHERE EXISTING CONDITION DIFFERS STUD WALL EXIST BEAM DEPTH <br /> STRINGER �l � PO�SN PER NOTCHED PER ARCH NOTED ON PLAN PROVIDE 2x FULL <br /> 5' <br /> • STRINGER I DEPTH BLKG TO BE FIELD VERIFIED <br /> � 2x6 SISTERED <br /> PER SECTION A BLOCKING @ <br /> • ' � � • 24" OC <br /> NOTCH BEAM AS HUC26-2 W/ J <br /> REQUIRED SLOPED SEAT <br /> • • W <br /> . Q <br /> 8'-0" MAX SPAN BETWEEN O <br /> LANDINGS � , ^ <br /> �� V / <br /> 12 OC MAX � � NEW 2x6 HF#2 STUD W <br /> NO ON PLAN . � 2-9 WALL CENTERED � � <br /> 2x6 SISTERED TO 2x12 PER <br /> MAX UNDER EXISTING BEAM — <br /> TYPICAL STAIR SECTION � � <br /> C.TYPICAL STRINGER TO CENTER BEAM D.TYPICAL STRINGER TO UPPER LANDING � � � <br /> GAP (IF REQUIRED)TO SUIT <br /> ARCH FINISHES. PROVIDE Z W <br /> LEDGER OTHERWISE W Q <br /> TYPICAL STAIR SECTIONS TYPICAL STAIR SECTION Q SECTION U � <br /> 4 SCALE: 1"= 1'-0" � SCALE: 1" = 1'-0" �+ SCALE: 1" = 1'-0" Z � � � <br /> Q � N Z <br /> 00 <br /> � � � � <br /> - � <br /> = oQ Q <br /> � � 3 � <br /> � <br /> w Q �= <br /> N � w � <br /> Z � W O <br /> o �- > � � <br /> cn �- W � � <br /> � <br /> SHEET: <br /> ■ <br />