STUD NOTCHING/BORING LIMITS - Q-CAD

1 D0003 FIREPLACE CONN. TO FRAMINGNON-BEARING WALL SUPPORTNOTCH & HOLES IN 1-JOISTSHEATHING LAYOUTD0005 NNOTCH & HOLES IN CONV. CONNECTIONALT. CONDITIONCONNECTION@ OPENINGSECTIONTHR. WALLD0004D0009 SHEAR WALL/WALL INTERSECTIONFRM'G. TO NON-BEARING WALLSMASONRY VENEER/CAVITY WALL7D0019 BLOCKING AT POSTS/TRIMMERSD000832548D0013 TYP. FRAMING CROSS SECTIONW/ MAX. 6" AWAY FROMFRAMING MEMBERALT. CONDITIOND0026 FIELD FIX FOR OPENING IN TRANSFERD0087 ALT. CONDITIONALT. CONNECTIONSTAIR DETAILSD0007D0002 NSTUD NOTCHING/BORING LIMITSD0006 NPIPING THRU PLATE FRAM'G15D0027 NHANDRAIL/GUARD RAILOFFSET EDGESUPPORT111014139 ALT.

2 SIMP."Z" TRANSITIONPLAN VIEWD0018 TYPICAL VENT BLOCKD0014AD0014 TYPICAL FRAMING ELEVATION1A16 PERPENDICULARCONDITIONPARALLELCONDITIONP APER TO 38" MAX. NAIL EXPOSURE @ ROOF SHEATHING3. INCREASE NAILING TO 8D'S @ 3" ON NON-BEVELED 2X BLK'G., LEDGER, R/R. OR TRUSS TOP CHORD UNDER ROOF SHEATHING WHEN NOT BEVELED ON TOP AS REQ' 2 X 12 STRINGERS @ 16" PLYWOOD TREADS & RISERS (MIN. 34").3. 2 X 4 THRUST PLATE ANCHORED W/ SHOT PINS @ 24" W/ 2" DIA. WASHERS. (SEE INTERIOR WALL ANCHOR NOTES ON FOUNDATION PLAN).

3 SECURE STRINGER TO 2 X 4 PLATE W/ (3) 16D TOE PER ARCHITECTURAL5. PLYWOOD SUBFLOOR6. APPROVED METAL HANGERS8. SIMP. THA213 TRUSS HANGER7. DBL. JOIST OR HEADER9. CONT. 2X PLATE W/ 16D'S @ 8" 2 X 6 LEDGER W/ (4) 16D'S PER STUD @ WALL 6" MIN. @ NOTCH NO DBL. JOIST OR BLOCKING3. 4" MAX. BRICK VENEER. SEE ARCHITECTURAL DRAWING AND MANUFACTURER FOR MORE WOOD FRAME AIR SPACE WHERE REQ' 22 GAUGE X 78" WIDE X 6" LONG GALVANIZED COR- RUGATED STEEL VENEER ANCHOR @ 12" VERTICAL & MAX.

4 24" SHEATHING WHERE MORTAR 10D NAIL AT BEND IN ANCHOR9. IN SEISMIC ZONE 3 & 4, ADD #9 GAGE WIRE JOINT REINFORCEMENT @ 12" BEAM OR HEADER PER PLAN11. 58" X 312" LONG LAG BOLTS @ 16" 312" X 312" X 14" STEEL ANGLE FOR UP TO 8'-0" OPENING & 6" X 312" X 38" FOR UP TO 16'-0" OPENING. (NOTE 6" IS VERT. DIMENSION OF ANGLE).NOTE: ANGLE NEED TO EXTEND & BEAR MIN. 4" ON SIDE OF " "12" "NOTE: BORED HOLES NOT PERMITTEDIN MORE THAN TWO CONSECUTIVEDOUBLE STUDSBORED HOLES2 X 4 EXTERIOR &BEARINGWALLSNON-BEARINGWALLSSTUDSIZE171 6"218"2 X 62316"3516"2-2 X 4218"2-2 X 63516"3516"218"NON-BEARINGWALLSSTUDSIZE2 X 42 X 6 NOTCH DEPTHEXTERIOR &BEARINGWALLS78"138"1716"2316"4" "212"34"34"112"3"ABD12X D2 L2 312" 2212"5"414"2" " 2" 18" GAP18" GAPSTUD WIDTH2.

5 SIMP. CS16 X 48" LONG W/ NAILS @ 2116" 2X BLOCKINGNOTE:AVOID OPENING IN SHEAR WALLSW/ LENGTH LESS THAN 4'-0"MAX. WIDTH OF OPENING TO BEONE STUD BAY OR 16".DO NOT OVER-CUT ANY FRAM-ING NAIL TO BLK'G. TO MATCHSHEAR WALL UNLESSSTRAP IS PLACED ON TOP NAIL ALONG STUD ONEACH SIDE OF OPENING1. NOTCH DEPTH & BORED HOLE SEE TABLE STUD3. SILL PLATE4. HOLE EDGE DISTANCE 58" BALUSTER PER GUARDRAIL W/ 38" LAG 12" DIA. X 212" LONG LAG SCREW W/ WASHER THROUGH 2X STUD5. 38" DIA. RAIL SCREW W/ APPROVED WASHER BY FLOOR SYSTEM7.

6 OR SCAB JOIST TO STUD W/ (3) 16D' 2 X 8 BLKG. W/ (4) 16D'S TO EACH FROM STUD TO SILL PLATE STAGG. @ 16" MSTA21 CENTERED @ SHT'G. NAIL ALL HOLES11. SHIM AS REQUIREDMAX. HEIGHT=38"F=20 PLFM=20 (8") (38")/12=506 1B-INP=506 #38" DIA. BOLTS CAPACITYIN WITHDRAWL IS 313 # USE MIN. 2" " 134" MAX. IF BORED HOLE EXCEED 134" IN 2 X 4 TOP PLATE OR 234" IN 2 X 6 TOP PLATE, STRAP E/S OF PLATE W/ ITEM #3 BELOW1- NOTCH IN PLATE3- SIMPSON CS16 X 14" LONG METAL STRAP, TYPICAL @ EACH PLATE CUT W/ (6) 8D'S @ EACH PIPE WHERE OCCURS7- LOCATE ANCHOR BOLT 5" MIN.

7 9" MAX. AWAY FROM NOTCH OR END OF PLATE5- TOP PLATES/SILL PLATES6- ANCHOR BOLTS PER PLANSNOTE:-IF NOTCH OR HOLE EXCEEDS50OF TOP PLATE WIDTH,USE SIMPSON ST6224,STAGGERED @ E/S OF SIMPSON NS AS NEEDEDROOF SHAPED BLKG. (SEE 13/SN-2 FOR ALT.) W/ 16D'S @ 8" @ SHEAR : A35 @ 24" , CAN BEUSED TO CONNECT TRUSS IN LIEU OF PRESSURE BLKG. W/ 16D'STO GIRDER TRUSS & (3) 16D'SEND NAIL TO EACH 'G. (2X, 1-JOIST)MIN. 12" LONG @ MAX. 48" FLOOR SECURE W/ (2)16'D'S SOLID BLOCKING ORCONT. RIM JOIST AT ALLBEARING RIM JOIST PER PLANMIN.

8 2 X 4 STUDS @ 16" ATINTERIOR BEARING, AND SHEARWALLS. (MAX. HEIGHT=10').MIN. 2 X 4 STUDS @ 24" ATINTERIOR NON-BEARING ANDNON-SHEAR WALLS. ( ').REFER TO PLANS FOR 2 X 4 STUDS @ 16" ATALL EXTERIOR WALLS. ( ').MUD SILL W/ ANCHOR BOLTSSEE FOUNDATION PLAN FORSIZE & APPROVED "SHOT PINS @SEE FOUNDATION PLAN MIN. 2 X 6 SOLID BLK'G. W/ (2) 16D NAILS EA. SIDE UNDER PERPENDICULAR WALLS AND @ 16" UNDER PARALLEL 2 X 4 @ 24" W/ (1) LTP4 TO EACH FLOOR MEMBERNOTE:-FOR PARALLEL CONDITION, BLK'G.

9 MAY BE OMITTED IF A SINGLE JOIST IS ALIGNED UNDER A WALL WHICH SPANS UNDER 12 THE LENGTH OF THE JOIST: OR A DBL. JOIST IS ALIGNED UNDER A WALL WHICH SPANS OVER 12 THE LENGTH OF THE "1"-JOIST BLK'G. MAY BE USED WHEN I-JOIST SYSTEM IS USED. USE FILLER AS REQUIRED-FOR PARTITION LENGTH LESS THAN 8'-0" NO BLK'G. IS 2X STUDS2. SILL PLATE3. PER PLAN4. 2X JOISTS OR "1"-JOIST2. ROOF OR FLOOR SHEATHING3. 2 X 4 W/ NAILS TO BE MATCHED W/ EDGE NAILING1. PANEL JOINT4. ROOF OR FLOOR FRAMING 2 X 4 FLAT CONNECT TO FRAMING MEMBER W/ (2) 10D COMMON NAILS @ EA.

10 END6. PANEL EDGE WHERE 2X FLAT BLKG. IS NEEDED @ BLOCKED DIAPHRAGM BOUNDARY & PER DISCONTINUOUS PANEL EDGE, EDGE NAILING PER CONT. PANEL EDGE W/ BLKG. (IF BLOCKED DIAPHRAGM), EDGE NAILING PER 24" MIN. UNLESS FULLY BLOCKED @ ALL FIELD NAILING PER PLAN12. FRAMING MEMBERS13. 18" GAP DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT15. BLOCK OUT EDGES OF THE OPENING W/ DBL. STRUCT'L. MEMBERS/BEAM (PER PLAN) & PROVIDE @ ALL TYP. APPROVED HANGERS USE (3) 16D TOE NAILS IF LENGTH OF TAIL JOIST IS GREATER THAN 6'-0".