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MARK <br />SILL PLATE CONN <br />THRU SHEATHING <br />(FLOOR TO FLOOR) <br />BLOCKEDSPACINGWALL <br />DESCRIPTION <br />5/8" GYP BD, ONE SIDE #6 X 1 1/4" SCREW NO <br />YES <br />48" OC 16d NAILS @ 16" OC <br />WOOD SHEAR WALL LOCATION SCHEDULE <br />BUILDING LEVEL CORRIDOR WALLS EXT WALLSPARTY WALLS & <br />FURRING BRG WALLS <br />INT BRG <br />WALLS <br />STAIR / ELEV <br />SHAFT WALLS <br />SW-LVL 1 - SEE LVL 2 <br />FRAMING PLAN SW- SW- SW- SW- <br />2 - 5/8" GYP BD, ONE SIDE <br />7/16" OSB, ONE SIDE 8d X 2 1/2" <br />YES <br />YES <br />YES <br />48" OC <br />48" OC <br />48" OC <br />40" OC <br />48" OC <br />32" OC <br />5/8" GYP BD, EA SIDE <br />5/8" GYP BD, ONE SIDE <br />5/8" GYP BD, ONE SIDE <br />EDGE FIELD <br />10904 <br />WOOD SHEAR WALL SHEATHING & FASTENING SCHEDULE <br />SW-1 <br />SW-2 <br />SW-3 <br />SW-4 <br />SW-5 <br />SW-6 <br />SW-8 <br />SW-12 <br />FASTENER <br />SIZE <br />#6 X 1 1/4" SCREW <br />(BASE GYP BD) <br />#8 X 2 1/4" SCREW <br />(FACE GYP BD) <br />8" OC 12" OC <br />8" OC 12" OC <br />4" OC 12" OC <br />8" OC 12" OC <br />4" OC 12" OC <br />9" OC 9" OC <br />7" OC 7" OC <br />12" OC6" OC <br />FASTENING <br />YES <br />YES <br />5/8" DIA SIMPSON <br />TITEN HD <br />(4 1/2" EMBED) <br />NOTES -GENERAL: <br />1. SHEATHING SHOWN IS FOR SHEAR STRENGTH OF WALLS ONLY. ADDITIONAL LAYERS OF MATERIAL MAYBE REQUIRED FOR SOUND, FIRE RATING, WEATHER RESISTANCE OR OTHER <br /> ARCHITECTURAL REASONS. SEE ARCHITECTURAL WALL TYPES FOR ADDITIONAL INFORMATION. <br />2. ALL WALLS SHOWN IN FASTENING SCHEDULE MAY NOT BE APPLICABLE TO THIS BUILDING. <br />3. ANY SHEATHING LAYERS APPLIED OUTSIDE OF RESILIENT CHANNEL DO NOT COUNT TOWARD MEETING THE REQUIREMENTS OF THIS SCHEDULE. <br />4. AT DOUBLE WALL LOCATIONS, THE DESIGNATION APPLIES TO EACH WALL WITHIN THE UNIT SEPARATION WALL ASSEMBLY. <br />5. ALL WALLS ABOVE ARE TYPICAL UNO ON PLAN. <br />6. GYP PANEL SHEATHING NOTED AT EXTERIOR WALLS APPLIES TO INTERIOR FACE OF WALL ONLY. ATTACH ALL EXTERIOR FACE SHEATHING MATERIALS IN ACCORDANCE <br /> WITH MANUFACTURER'S RECOMMENDATIONS. <br />NOTES -GYP PANEL SHEAR WALLS: <br />1. WHERE BLOCKED WALLS ARE NOTED, BLOCKING SHALL BE 2" NOMINAL OR GREATER. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING <br /> MEMBERS OR COMMON BLOCKING. <br />2. #6 SCREWS, WHERE NOTED ABOVE IN THE FASTENER SIZE COLUMN, SHALL BE TYPE S OR W DRYWALL SCREWS AND SHALL CONFORM TO ASTM C 1002. <br />NOTES -WOOD PANEL SHEAR WALLS: <br />1. PANELS SHALL NOT BE LESS THAN 4'X 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. <br />2. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. MAX NAIL SPACING AT PANEL EDGES SHALL BE 6" O.C. <br />3. ALL WOOD PANEL SHEAR WALLS ARE TO BE BLOCKED. ALL EDGES AND/OR JOINTS OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO COMMON FRAMING MEMBERS <br /> OR 2X NOMINAL (MIN) BLOCKING EXCEPT AS NOTED BELOW. <br />4. PROVIDE 3X NOMINAL WIDTH OF FRAMING MEMBERS OR BLOCKING AT LOCATIONS OF ADJOINING PANEL EDGES FOR SHEAR WALLS WITH NAILING AT 2" O.C. <br />5. WHERE WOOD PANELS ARE APPLIED ON BOTH FACES OF A SINGLE WALL AND NAIL SPACING IS LESS THAN 6" ON CENTER ON EITHER SIDE, EITHER PANEL JOINTS SHALL BE <br /> OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR THE WIDTH OF THE NAILED FACE OF THE FRAMING MEMBERS SHALL BE 3" NOMINAL MINIMUM AND NAILING AT <br /> ADJOINING PANEL EDGES SHALL BE STAGGERED. <br />6. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR ITS TYPE IN DOC PS1 OR PS2. <br />#6 X 1 1/4" SCREW <br />5/8" GYP BD, EA SIDE <br />2 - 5/8" GYP BD, EA SIDE <br />24" OCSW-7 <br />#6 X 1 1/4" SCREW <br />(BASE GYP BD) <br />#8 X 2 1/4" SCREW <br />(FACE GYP BD) <br />9" OC 9" OC <br />7" OC 7" OC <br />YES <br />24" OCSW-9 12" OC4" OC YES <br />16" OCSW-10 12" OC3" OC YES <br />16" OCSW-11 12" OC2" OC YES <br />ZIP R-3 SHEATHING 48" OC12" OC4" OC YES <br />LVL 2 - SEE LVL 3 <br />FRAMING PLAN <br />LVL 3- SEE LVL 4 <br />FRAMING PLAN <br />LVL 4 - SEE LVL 5 <br />FRAMING PLAN <br />LVL 5 - SEE LVL 6 <br />FRAMING PLAN <br />LVL 6 - SEE ROOF <br />FRAMING PLAN <br />SW- SW- SW- SW- SW- <br />SW- SW- SW- SW- SW- <br />SW- SW- SW- SW- SW- <br />SW- SW- SW- SW- SW- <br />SW- SW- SW- SW- SW- <br />#6 X 1 1/4" SCREW <br />#6 X 1 1/4" SCREW <br />#6 X 1 1/4" SCREW <br />7/16" OSB, ONE SIDE 8d X 2 1/2" <br />7/16" OSB, ONE SIDE 8d X 2 1/2" <br />7/16" OSB, ONE SIDE 8d X 2 1/2" <br />10d X 3" <br />16d NAILS @ 16" OC <br />16d NAILS @ 12" OC <br />16d NAILS @ 12" OC <br />16d NAILS @ 6" OC <br />16d NAILS @ 8" OC <br />16d NAILS @ 4" OC <br />16d NAILS @ 6" OC <br />16d NAILS @ 4" OC <br />16d NAILS @ 3" OC <br />16d NAILS @ 2 1/2" OC <br />16d NAILS @ 6" OC <br />WOOD OPENING & BEAM FRAMING TABLE <br />BLOCKING TO MATCH <br />TRIM STUDS BELOW <br />(TYP) <br />ROUGH <br />OPENING <br />(SEE ARCH) <br />WOOD HEADER <br />SEE ARCH <br />ROUGH OPENING <br /># X ### #/# X ## PSLPSL POST <br />TRIM STUDS <br />2 -2X (TYP UNO) <br /># <br />TRIM STUDS THAT <br />DEVIATE FROM <br />THE TYPICAL <br />CONN PER <br />FASTENING <br />SCHED <br />BLOCKING BY <br />CONTRACTOR <br />## <br /># <br />#QUANTITY OF <br />STUDS IN STUD <br />PACK POST <br />SILL: <br />0' -7'-0" = 1 -2X <br />OVER 7'-0" = 2 -2X FASTEN W/ <br />3 -10d EA LAYER <br />& EA END <br />FULL HEIGHT <br />KING STUD EA <br />SIDE (SEE SCHED) <br />SINGLE PLATE BELOW <br />HEADER (STOP SHORT <br />OF TRIM STUDS <br />L-F <br />QUANTITY OF <br />MEMBERS <br />MEMBER TYPE: <br />BLANK = SPF (SAWN <br /> LUMBER) <br />M = MACHINE STRESS <br /> RATED <br />L = LAMINATED VENEER <br /> LUMBER <br />F = FLUSH BEAM TO <br /> MATCH BOT OF <br /> JOIST / TRUSS <br />SIZE OF MEMBER <br />A <br />SIDE LOADED <br />MARK (SEE SCHED) <br /># <br /># <br />BUILT UP WOOD BEAM / HEADER KEY <br />PLAN LEGEND <br />ELEVATION <br />SOLID WOOD BEAM / HEADER KEY <br />MEMBER TYPE: <br />BLANK = SPF (SAWN LUMBER) <br />GL = GLUE LAMINATED <br /> TIMBER <br />PSL = PARALLEL STRAND <br /> LUMBER <br />LSL = LAMINATED STRAND <br /> LUMBER <br />F = FLUSH BEAM TO MATCH <br /> BOT OF JOIST / TRUSS <br />5 1/2 X 16 1/2 GL-F <br />MEMBER <br />WIDTH <br />MEMBER <br />DEPTH <br />KING STUD SCHEDULE <br />ALLOWABLE OPENING WIDTH <br />EXTERIOR WALL INTERIOR <br />WALLQUANTITY OF <br />KING STUDS <br />2 X 6 2 X 8 ALL <br />0'-0" TO 3'-0"0'-0" TO 4'-0"0'-0" TO 12'-0" <br />- <br />- <br />- <br />3'-1" TO 6'-0" <br />6'-1" TO 9'-0" <br />> 9' -0" <br />4'-1" TO 8'-0" <br />8'-1" TO 12'-0" <br />1 <br />2 <br />3 <br />NOTIFY EOR > 12' -0" <br />FLOOR TRUSS <br />(SEE PLAN) <br />SILL PLATE <br />FLOOR <br />SHEATHING <br />(SEE PLAN <br />NOTES) <br />DOUBLE TOP <br />PLATES <br />2X BLOCKING <br />(TYP) <br />DOUBLE TOP <br />PLATES <br />PROVIDE SQUASH BLOCKING <br />TO MATCH KING & TRIMMER <br />STUDS (TYP) <br />SOG (SEE PLAN) <br />5/8" DIA ANCHOR <br />ROD (9" EMBED) <br />2' - 0"1' - 0"EQ EQTHICKEN SLAB UNDER <br />SHEAR WALL W/ 2 -#5 <br />CONT (BOT) <br />SECTION A-A.A <br />A <br />HOLD DOWN <br />(SEE PLAN / SCHED) <br />SHEAR WALL FRAMING <br />(SEE PLAN / SCHED) <br />SHEAR WALL ANCHORS <br />(SEE SHEAR WALL SCHED) <br />NUMBER OF STUDS <br />REQD @ HOLD DOWN <br />(SEE SCHED) <br />1 <br />1 <br />WOOD SHEAR WALL HOLD DOWN SCHEDULE & DETAIL <br />MARK <br />HD-A <br />MODEL # <br />HDU2-SDS2.5 <br />ANCHORS <br />5/8" DIA 2 <br />HD-B HDU4-SDS2.5 5/8" DIA 2 <br />HD-C HDU5-SDS2.5 5/8" DIA 2 <br />HD-D HDU8-SDS2.5 7/8" DIA 3 <br /># OF STUDS COMMENTSSDS SCREWS <br />6 - 1/4" X 2 1/2" <br />10 - 1/4" X 2 1/2" <br />14 - 1/4" X 2 1/2" <br />20 - 1/4" X 2 1/2" <br />- <br />- <br />- <br />-0'2"4"8"0'4"8"16"0'1'2'4'0'8"16"32"0'16"32"64"0'2'4'8'0'4'8'16'0'8'16'32'DATE: <br />DRAWN BY: <br />JOB NO: <br />PM:1/16" = 1'-0"1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1 1/2" = 1'-0"3" = 1'-0"3/8" = 1'-0"21 43 65 <br />21 43 65 <br />E <br />A <br />B <br />C <br />D <br />E <br />A <br />B <br />C <br />D <br />I HEREBY CERTIFY THAT THIS <br />PLAN, SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND THAT <br />I AM A DULY LICENSED STRUCTURAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />REG. NO. <br />DATE ISSUED <br />SIGNATURE <br />PRINTED NAME <br />9/24/2021 8:16:31 AMBIM 360://21-068 RCU St. Paul/2021-211_S20_RCU_Rice_Street_thuttonEBX79.rvtST. PAUL OFFICEROYAL CREDIT UNION2640 RICE STREET, LITTLE CANADA, MN 5511309.24.2021 <br />S007 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />TYPICAL WOOD <br />SCHEDULES <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />MARKDATEDESCRIPTION