STUD NOTCHING/BORING LIMITS - AutoCAD

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. SIMP."Z" TRANSITIONPLAN VIEWD0018 TYPICAL VENT BLOCKD0014AD0014 TYPICAL FRAMING ELEVATION1A16 PERPENDICULARCONDITIONPARALLELCONDITIONP APER TO 38" MAX.

2 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). 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.

3 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.

4 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. 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.

5 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. 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.

6 48" FLOOR SECURE W/ (2)16'D'S SOLID BLOCKING ORCONT. RIM JOIST AT ALLBEARING RIM JOIST PER PLANMIN. 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. 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.

7 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. 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.

8 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".17. TAIL JOIST/TRUSS PER PLAN18. TYP. 2-BAYS OF BLKG. W/ CS16 W/ NAILS @ 2116" :-STAGGERED JOINTS AS SHOWN-MIN. SIZE OF SHEET SHALL BE 2' X 2'.-NAILS SHALL BE DRIVEN TIGHT BUTSHALL NOT FRACTURE SURFACE GENERAL NOTES FOR PLYWOODTYPE, THICKNESS, SPACING, & NAIL MIN. 38" EDGE DISTANCE @FRAMING MEMBER & 516" TO EDGE OFPLYWOOD DIAPHRAGM BOUNDARIES SHOULDBE FULLY SUPPORTED BY FRAMINGMEMBERS W/ BOUNDARY NAILING-T & G EDGE TO BE LOCATED OVERCONTINUOUS PANEL UNSUPPORTED SHEATHING TO BE24". PROVIDE ADEQUATE FRAMINGMEMBERS TO LIMIT MIN. 12" THICK PLYWOOD SHT'G. NAILED DOWN @ 6" TO LEDGER/TOP PLATE.

9 AS AN ALT. EXTEND ROOF SHT'G. THROUGH 12" THICK PLYWOOD SHT' ROOF 12" THICK PLYWOOD ON 3 SIDES CENTERED @ JOINT & EXTEND 4'-0" EACH 2X LEDGER W/ 16D'S @ 6" & LTP4 @ 8" TO DBL. TOP FIREPLACE CUT HOLE IN PLYWOOD ONLY AS PLYWOOD FLOOR SHT'G. CONT. THRU FLOOR MAX. UNSUPPORTED HEIGHT TO BE 4'-0". FOR HEIGHTS GREATER THAN 4'-0", USE ADEQUATE KICKERS TO BRACE WALL TO PIPE OR CONDUIT5. 16 OF JOIST DEPTH MAX1. 13 OF JOIST DEPTH 2" CLEAR TO EDGE OF JOIST3. JOIST DEPTH6. 14 OF JOIST DEPTH WITHIN LOCATION SHOWN2-PER CONV. FLOOR SYSTEMNOTCHED & BORED HOLES TOBE @ OUTER 13 SPAN ONLYNOTES:-MAINTAIN MIN. 6" SPACINGBTWN. NOTCHES/BORED HOLES-FOR OTHER HOLE SIZESAND JOIST TYPE, SEEMANUFACTURER NOT CUT HOLES LARGERTHAN 112" IN 112" HOLE CAN BE CUTANYWHERE IN THE TO MANUFCTURERSGUIDE-LINES IN SIZE14"14"1178"TJI SIZE1178"350250250150UP TO 3"AB1'-6"1'-0"2'-0"1'-6"1'-0"1'-0"1'-0"1 '-0"5'-6"4'-0"5'-0"4'-6"BA2'-6"1'-0"3'-6 "3'-0"UP TO 5"9'-0"8'-0"8'-6"6'-0"8'-0"5'-0"UP TO 7"3'-6"AB9'-6"11'-6"11'-0"UP TO 10"8'-6"AB18" TYPICAL 2X STUDS AT 16" W/ (2) 16D END NAILS OR (4) 8D TOE NAILS EACH END TO TOP & SILL CORNER STUDS OR POST PER PLYWOOD SHEAR PANEL PER POST AT END OF SHEAR PANEL PER NAIL CORNER & MULTI-STUDS TOGETHER W/ 16D'S @ 16" EDGE NAILING7.

10 16D'S @ 4" STAGGEREDNOTE:NAILS SPACE @ 2" SHOULDSHOULD BE STAGGERED " ALL PLYWOOD FALL ON 2X NAILING TO FALL ONSOLID PORTION (MAX 6" ).A35 @ 16" FOR VENTSPACING OF 6'-0" (3-A35'SPER ADJACENT BLK'S), AND@ 12" FOR VENT SPACINGOF 4'-0" (2-A35'S PERADJACENT BLK'S).SKIP A35'S @ VENT BLK' SOLID RIM (2X, OR TIMBER STRAND) W/ FULL BEARING. ADD BLKG. AS LOAD BEARING POST/ STUD "1" JOIST W/ FULL BEAR'G. & 2X SQUASH BLK'G. ADD FILLERS AS 4-16D'S, 2 @ TOP & 2 @ BOTTOM EACH SOLID , MULTI- STUD OR BEAM HEADER PER PLAN1. BOTTOM CHORD OF TRUSS2. SIMP. STC @ EACH CONNECT. (MAX. @ 24" )3. 1X OVER 2X PLATE OR (2) 2X TOP PLATE WHEN TRUSS BOT. CHORD IS CAMBERED4. 2X BLK'G. @ 24" W/ (2) 16D'S TO EACH 2X MEMBER W/ (2) 16D TO BLK'G6.