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TYPICAL SHEARWALL SCHEDULE1 W
<br />SCALE: NTS.
<br />W
<br />SCALE: NTS.5
<br />NOTE:
<br />PRESSURE TREAT ALL SILLS BRG.
<br />ON CONC. OR MAS. BLOCK.
<br />9"
<br />
<br />
<br />M
<br />A
<br />X
<br />.
<br />6"
<br />
<br />M
<br />I
<br />N
<br />.
<br />SILL PLATE DETAIL WHERE ANCHOR ROD CONFLICTS
<br />W/ STUDS/COMPRESSION POST
<br />PLAN
<br />9" MAX.
<br />6" MIN.
<br />9" MAX.
<br />6" MIN.
<br />9" MAX.
<br />6" MIN.
<br />5"
<br />MAX.
<br />5"
<br />MAX.
<br />ANCHOR ROD
<br />12
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />PROVIDE 1 1/2"x1/8" STRAP W/(4)16d
<br />EA. SIDE OF NOTCH OR HOLE WHERE
<br />NOTCH OR HOLE IS MORE THAN 1/3
<br />WIDTH OF SILL PLATE
<br />5/8" ANCHOR ROD @4'-0" O.C.
<br />MAX. W/STD. WASHER 7" MIN.
<br />EMBED. UNO IN SHEAR WALL
<br />SCHEDULE
<br />END OF
<br />SILLPLATE
<br />SILL PLATE
<br />1" MIN.
<br />THREADBP/BPS 5/8"
<br />(3"x3"x1/4")2x STUDS PER PLAN
<br />FOUNDATION REINFORCING
<br />NOT SHOWN FOR CLARITY
<br />PROVIDE HOT DIPPED GALV.
<br />ANCHOR ROD AND PLATE
<br />WASHERS PER PROJECT
<br />SPECIFICATIONS
<br />2x PLATE
<br />W/(4)16d
<br />2x BLK'G
<br />W/(2)16d
<br />TYPICAL
<br />(2)16d END NAILS
<br />NOTE
<br />1. PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGE IN FRAMING. ALL EDGE OF PANELS SHALL BE
<br />SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING.
<br />2. ALL SHEAR WALL ARE BLOCKED SHEAR WALLS AND ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO
<br />COMMON FRAMING MEMBERS OR COMMON BLOCKING.
<br />3. SHEATHING SHALL NOT BE USED TO SPLICE BOUNDARY ELEMENTS. ALL POSTS, STUDS AND COLUMNS SHALL BE FRAMED TO
<br />PROVIDE FULL END BEARING.
<br />4. STEEL PLATE WASHERS MAY BE SLOTTED DIAGONALLY WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER
<br />AND A SLOT LENGTH NO TO EXCEED 1-3/4" PROVIDED THAT A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE
<br />WASHER AND NUT.
<br />5. CONTRACTOR SHALL REVIEW ALL TYPICAL SHEAR WALL CONNECTION DETAILS PRIOR TO START CONSTRUCTION.
<br />6. STRUCTURAL PLYWOOD PANELS SHALL BE INSTALLED PRIOR TO ALL THE INSTALLATION OF ANY FRAMING THAT MAY
<br />INTERRUPT THE CONTINUITY OF THE PLYWOOD.
<br />7. SHEAR WALL SHEATHING SHALL BE 15/32" CD, CC OR BETTER PLYWOOD. W/ ALL EDGES BLOCKED AND NAILED PER THE
<br />SHEAR WAIL SCHEDULE.
<br />8. TYPICAL FASTENERS: 10d COMMON U.N.O. NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />9. FRAMING: 2X D.F. TYP. @16" O.C.(MAX.)
<br />10. FRAMING & BLOCKING AT ADJOINING PANEL EDGES SHALL BE 3” NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED IN
<br />TWO ROWS ALONG PANEL EDGES WHERE SPACING IS 3” OR LESS ON CENTER. SHEAR WALL FRAMING AND STUDS SHALL BE
<br />CONTENTIOUS BETWEEN THE BOTTOM PLATE AND TOP PLATE.
<br />11. END NAIL STUDS TO SILL PLATE WITH (2) 20d BOX NAIL INSTEAD OF (2) 16d COMMON NAILS.
<br />12. IF NEW ANCHOR BOLTS "REQUIRED AT EXISTING FOUNDATION. PROVIDE 5/8” X MIN. 12” EMBEDMENT INTO EXISTING
<br />CONCRETE EPOXIED ANCHOR BOLTS SPACING SHOWN AT SHEAR WALL SCHEDULE. PROVIDE 3”X3”X1/4” PLATE WASHER.
<br />13. CONTRACTOR TO VERIFY THE EXISTING PLYWOOD EDGE NAILING. TYPE OF PLYWOOD USED AND SPACING ON EXISTING
<br />ANCHOR BOLTS IN FILED, TYPICAL.
<br />14. SPECIAL INSPECTION BY INSPECTOR REQUIRED FOR HOLD-DOWN INSTALLATION INTO EXISTING FOUNDATION.
<br />15. SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL WOOD SHEAR WALL COMPONENTS WITH NAIL SPACING CLOSER THAN
<br />4” OC PER CBC 1705.11.2.
<br />16. ALL NAILS SHALL BE COMMON NAILS. PROVIDE HOT DIPPED GALVANIZED NAILS AT ALL FIRE TREATED OR PRESSURE
<br />TREATED PLYWOOD AND STUDS.
<br />17. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL
<br />JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND
<br />NAILS ON EACH SIDE BE STAGGERED. 3x FRAMING SHALL BE USED AT BOTTOM SILL PLATE AND ALL BLOCKING.
<br />ELEVATION
<br />WALL LENGTH
<br />AS SPECIFIED
<br />ON PLANS
<br />UPPER FLOOR LEVEL
<br />5
<br />S1.21
<br />NOTE: ALTERNATE 1/2" GAP PLYWD.
<br />JOINT AT EXT. CONDITION,
<br />LOCATED AT JST. MID-HEIGHT
<br />TRIMMERS PER TYPICAL
<br />STUD WALL FRAMING AT
<br />OPENING DETAIL
<br />TYPICAL
<br />PROVIDE EDGE NAILING (E.N.)
<br />AT ALL PANEL EDGES
<br />TYPICAL
<br /> PROVIDE FIELD NAILING (F.N.)
<br />AT ALL OTHER SUPPORTS
<br />BOUNDARY POST, SEE PLANS AND ANCHOR TABLE
<br />T.O. CONC.
<br />1/4" GAP
<br />(PLYWD. TO T.O. CONC.)
<br />3x (MIN.) SILL PLATE (P.T.D.F.)
<br />2x STUDS @16" O.C. U.N.O.
<br />SHT'G SEE SCHEDULE
<br />3x STUD
<br />AT ALL ADJOINING
<br />PANEL EDGES
<br />3x BLK'G
<br />AT ALL ADJOINING
<br />PANEL EDGES
<br />DOUBLE T.PLATES
<br />ALTERNATE STAGGERED NAILING
<br />JST. OR BLK'G
<br />(SEE PLAN FOR JST. DIRECTION)
<br />FOR SDS SCREWS, USE MIN.
<br />2x BLK'G OR RIM JST.
<br />SILL PLATE NAILINGS OR SIMPSON
<br />SDS SCREWS TO JST. OR BLK'G
<br />SEE SCHEDULE
<br />(2) 2x OR 3x SILL PLATE
<br />OPENING WHERE OCCURS
<br />8x
<br />
<br />D
<br />A
<br />MI
<br />N
<br />.
<br />12
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />ANCHOR ROD
<br />1" MIN.
<br />THREAD
<br />**15/32" STRUCTURAL I OSB CAN BE USED INSTEAD OF 15/32" PLYWOOD
<br />BP/BPS 58" (3"x3"x14")
<br />***SIMPSON THDB62100H SHALL BE USE FOR ANCHORING INTO THE EXISTING FOUNDATION, UNO ON PLANS
<br />SWXB
<br />18. NAILS SHALL BE PLACED AT LEAST 3/8" FROM PANEL EDGES AND ENDS AT LEAST 1/2" FROM THE EDGE OF THE CONNECTING
<br />MEMBERS.
<br />19. SIMPSON 'LTP4' FRAMING ANCHOR MAY BE APPLIED OVER 1/2" SHEATHING WITH 8d COMMON NAILS IN LIEU OF
<br /> 8d X1- 1/2" NAILS.
<br />20. INDICATES SHEATHING OCCURS ON BOTH SIDES OF WALL AS SHOWN ON PLAN.
<br />21. SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SUCH THAT THEIR HEAD OR CROWN IS
<br />FLUSH WITH THE SURFACE OF THE SHEATHING. OVER-DRIVEN NAILS WILL BE DEEMED UNSATISFACTORY.
<br />22. PROVIDE A SINGLE 3X NOMINAL OR WIDER FRAMING MEMBER AT BOTTOM SILL PLATE AND BEHIND VERTICAL AND HORIZONTAL
<br />EDGES, MINIMUM 1/2" EDGE NAILING DISTANCE AT PANEL ENDS AND EDGES, AND STRUCTURAL OBSERVATION PER GENERAL
<br />NOTES.
<br />23. PL1/4''X3''X3" CAN BE USED IN 6" WALLS WHEN STAGGERED.
<br />24. ANCHOR BOLT WASHERS SHALL BE EXTENDED TO WITHIN 1/2 " OF THE EDGE OF THE BOTTOM PLATE ON THE SIDES WITH
<br />SHEATHING.
<br />25. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN
<br />THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1-3/4", PROVIDED THAT A STANDARD CUT WASHER IS PLACED
<br />BETWEEN THE PLATE WASHER AND THE NUT.
<br />26. WHEN FASTENERS CONNECTING THE TWO FRAMING MEMBERS ARE SPACED LESS THAN 4" IN CENTER, THEY SHALL BE
<br />STAGGERED.
<br />27. WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR, THE WIDTH OF THE NAILED FACE OF A COMMON FRAMING MEMBER OR
<br />BLOCKING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR GREATER AND NAILING SHALL BE STAGGERED AT ALL PANEL
<br />EDGES:
<br />27.1. NAIL SPACING OF 2" ON CENTER AT ADJOINING PANEL EDGES IS SPECIFIED, OR
<br />27.2. 10D COMMON NAILS HAVING PENETRATION INTO FRAMING MEMBERS AND BLOCKING OF MORE THAN 1-1/2" ARE SPECIFIED AT
<br />3" ON CENTER,OR LESS AT ADJOINING PANEL EDGES, OR
<br />27.3.THE NOMINAL UNIT SHEAR CAPACITY OF THE SHEAR WALL EXCEEDS 350 PLF.PROVIDE 3X SILL/BOT PLATE AND FRAMING
<br />MEMBERS FOR SHEAR WALLS WHERE ALLOWABLE SHEAR VALUE EXCEEDS 350 PLF.
<br />NO PENETERATION OR CUTTING IS ALLOW IN
<br />THE SHEAR WALL PANELS AND STUDS
<br />JST. OR BLK'G
<br />ANCHORS TO DOUBLE
<br />T.PLATES, SEE SCHEDULE
<br />AT 4" WALLS: PROVIDE
<br />1/4"X3"X3" STEEL WASHER
<br />UNDER EACH NUT. AT 6"
<br />WALLS: PROVIDE 1/4"X5"X5"
<br />STEEL WASHER UNDER EACH
<br />NUT. ALL STEEL PARTS SHALL
<br />BE HOT DIPPED GALVANIZED
<br />SHEAR WALL SCHEDULE
<br />SEE NOTE 10
<br />W
<br />SCALE: NTS.
<br />PENETRATION INTO THE TOP PLATE
<br />SECT. A : HFS INSTALLED OVER DOUBLE T.PLATES
<br />A - ALTERNATE 1 : HFS INSTALLED TO UNDERSIDE OF DOUBLE T.PLATES
<br />A - ALTERNATE 2 : HFS SEPARATED INTO TWO "L" SHAPES TO ALLOW FOR INSTALLATION OVER WD. STR. PANEL SHEATHING OR FOR
<br />INSTALLATION AT 2X6 AND GREATER WALL DEPTHS.
<br />NOTE:
<br />1. MAX. CLEAR SPAN SPLICE IS 4 1/2"
<br />2. FASTENER QUANTITY IS THE NUMBER OF 16d COMMON NAILS TO BE INSTALLED AT EA. END OF THE SPLICE.
<br />3. WHEN THE DISTANCE FROM THE SPLICE TO THE FIRST NAIL HOLE IS LESS THAN 1" , OMIT THE (2) NAILS IN THE 3" SIDE PLATE
<br />AND THE (1) NAIL IN THE 1 1/2" SIDE PLATE CLOSEST TO THE SPLICE.
<br />4. FOR THE HFS24 THAT IS INSTALLED W/ (22) 16d COMMON NAILS ON EA. END OF THE SPLICE (44 TOTAL) THERE IS NO REDUCTION
<br />IN THE VALUES.
<br />5. FOR THE HFS36 THAT IS INSTALLED W/ (31) 16d COMMON NAILS ON EA. END OF THE SPLICE (62 TOTAL) THERE IS NO REDUCTION
<br />IN THE VALUES.
<br />6. THE 133 COLUMN MAY BE USED FOR WIND AND EARTHQUAKE LOADING.
<br />7. THE 160 COLUMN MAY BE USED FOR WIND ONLY.
<br />8. THE PRODUCT AND INSTALLATION SHALL COMPLATEY W/ LA RR #25759
<br />9. PROVIDE HARDY SADDLE WHERE PLUMBING RISERS PENETRATE BRG. OR SHEAR WALL PLATES
<br />TABLE 8.1 : HARDY FRAME ® SADDLE
<br />MODEL NUMBER FASTENERS ALLOWABLE TENSION (LBS) ALLOWABLE COMPRESSION (LBS)
<br />(TOTAL) (100) (133) (160) (100) (133) (160)
<br />HFS24 (24)16d COMMON 2948 3921 4717 1969 2618 2733
<br />HFS36 (32)16d COMMON 4288 5703 5785 1969 2618 2733
<br />ALTERNATE 2ALTERNATE 1SECTION A
<br />A
<br />OMIT FASTENERS AT
<br />THESE HOLES WHEN
<br />THE END DISTANCE
<br />IS LESS THAN 1"
<br />CLEAR SPAN
<br />1 1/2" MAX.
<br />2
<br />10d @6:12 SIMPSON SDS25600 @ 14" O.C.
<br />ALT 16d @ 4" O.C.
<br />310 PLF (ASD)
<br />2x BLK. & STUD AT ALL EDGES
<br />15/32" APA RATED 4-PLY
<br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16)
<br />10d @6:12
<br />10d @4:12
<br />10d @2:12
<br />10d @4:12
<br />10d @3:12
<br />10d @2:12
<br />UPPER FLOOR
<br />SILL PLATE NAILING ANCHOR ROD SPACING
<br />WALL CAPACITY
<br />(REDUCE 10% FOR FIRE
<br />TREATED WOOD SEE NOTES)
<br />NAILINGMATERIALTYP.
<br />SW3B
<br />SW4B
<br />SW2B
<br />SW4
<br />SW2
<br />SW1
<br />SW1A
<br />(EDGE:FIELD)
<br />W/ MIN. 1 1/2'' PENETRATION
<br />W/ MIN. 1 1/2'' PENETRATION
<br />W/ MIN. 1 1/2'' PENETRATION
<br />W/ MIN. 1 1/2'' PENETRATION
<br />W/ MIN. 1 1/2'' PENETRATION
<br />W/ MIN. 1 1/2'' PENETRATION
<br />W/ MIN. 1 1/2'' PENETRATION
<br />SIMPSON SDS25600
<br />@ 4'' O.C.
<br />15/32" APA RATED 4-PLY
<br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16)
<br />15/32" APA RATED 4-PLY
<br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16)
<br />15/32" APA RATED 4-PLY
<br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16)
<br />BOTH SIDES
<br />15/32" APA RATED 4-PLY
<br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16)
<br />BOTH SIDES
<br />15/32" APA RATED 4-PLY
<br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16)
<br />BOTH SIDES
<br />SIMPSON SDS25600 @ 14" O.C.
<br />ALT 16d @ 4" O.C.
<br />SIMPSON SDS25600 @ 9" O.C.
<br />ALT 16d @ 3 1/2" O.C.
<br />SIMPSON SDS25600
<br />@ 4'' O.C.
<br />SIMPSON SDS25600
<br />@ 3'' O.C.
<br />SIMPSON SDS25600
<br />@ 2'' O.C. STAGGERED
<br />340 PLF (ASD)
<br />2x BLK. & STUD AT ALL EDGES
<br />510 PLF (ASD)
<br />3x BLK. & STUD W/ STGG. NAIL
<br />AT ALL EDGES
<br />870 PLF (ASD)
<br />3x BLK. & STUD W/ STGG. NAIL
<br />AT ALL EDGES
<br />1020 PLF (ASD)
<br />3x BLK. & STUD W/ STGG. NAIL
<br />AT ALL EDGES
<br />1330 PLF (ASD)
<br />3x BLK. & STUD W/ STGG. NAIL
<br />AT ALL EDGES
<br />1740 PLF (ASD)
<br />3x BLK. & STUD W/ STGG. NAIL
<br />AT ALL EDGES
<br />10d @3:12SW3W/ MIN. 1 1/2'' PENETRATION
<br />SIMPSON SDS25600
<br />@ 6'' O.C.
<br />15/32" APA RATED 4-PLY
<br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16)
<br />665 PLF (ASD)
<br />3x BLK. & STUD W/ STGG. NAIL
<br />AT ALL EDGES
<br />SIMPSON A35 @16" O.C.
<br />ALT. SIMPSON LTP4 @16" O.C.
<br />SIMPSON A35 @10" O.C.
<br />ALT. SIMPSON LTP4 @10" O.C.
<br />SIMPSON A35 @8" O.C.
<br />ALT. SIMPSON LTP4 @8" O.C.
<br />SIMPSON A35 @6" O.C.
<br />ALT. SIMPSON LTP4 @6" O.C.
<br />SIMPSON A35 @5" O.C.
<br />ALT. SIMPSON LTP4 @5" O.C.
<br />SIMPSON A35 @8" O.C. EA. SIDE
<br />ALT. SIMPSON LTP4 @8" O.C. EA. SIDE
<br />SIMPSON A35 @6" O.C. EA. SIDE
<br />ALT. SIMPSON LTP4 @6" O.C. EA. SIDE
<br />SIMPSON A35 @22" O.C.
<br />ALT. SIMPSON LTP4 @22" O.C.
<br />5/8"ø @32" O.C.
<br />W/7" EMBEDMENT
<br />(2 MIN.)
<br />5/8"ø @32" O.C.
<br />W/7" EMBEDMENT
<br />(2 MIN.)
<br />5/8"ø @24" O.C.
<br />W/7" EMBEDMENT
<br />(2 MIN.)
<br />5/8"ø @18" O.C.
<br />W/7" EMBEDMENT
<br />(3 MIN.)
<br />5/8"ø @16" O.C.
<br />W/7" EMBEDMENT
<br />(3 MIN.)
<br />5/8"ø @12" O.C.
<br />W/7" EMBEDMENT
<br />(3 MIN.)
<br />5/8"ø @9" O.C.
<br />W/7" EMBEDMENT
<br />(3 MIN.)
<br />5/8"ø @32" O.C.
<br />W/7" EMBEDMENT
<br />(2 MIN.)
<br />15/32" APA RATED 4-PLY
<br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16)
<br />SILL/BOT
<br />PLATE
<br />2x
<br />3x
<br />3x
<br />3x
<br />2x
<br />3x
<br />3x
<br />3x
<br />SHEAR TRANSFER AT DOUBLE
<br />TOP PLATE
<br />COMPRESSION
<br />SIDE
<br />λ = 6" MIN. WHEN L/D>11, OR L/D MIN. WHEN L/D<11
<br />NOTE:
<br />FOR BEAM DEPTH OF 3-1/2, 5-1/2, AND 7-1/4", THE MAXIMUM HOLE DIAMETER IS 3/4, 1-1/8, AND 1-1/2", RESPECTIVELY. FOR
<br />DEEPER BEAMS, THE MAXIMUM HOLE DIAMETER IS 2". THE MAXIMUM NUMBER OF HOLES FOR EACH SPAN IS LIMITED TO 3.
<br />HOLES SHOULD NOT BE CUT IN CANTILEVERS.
<br />(A) SQUARE END BRG.
<br />COMPRESSION
<br />SIDE
<br />(B) SLOPE END BRG.(C) SLOPED END CUT FOR
<br />ROOF DRAINAGE
<br />MAX. 1/3
<br />OF THE SPAN
<br />(D) COMPRESSION SIDE NOTCH
<br />0.4D MAX.
<br />De> 0.6D
<br />MAX. 1/3
<br />OF THE SPAN
<br /><0.5D
<br />D
<br />(E) TENSION SIDE NOTCH
<br />0.1D MAX.
<br />De> 0.9D
<br />D
<br />ZONES WHERE HOR. HOLES ARE PERMITTED
<br />FOR PASSAGE OF WIRES, CONDUIT, ETC.
<br />PERMISSABLE HOR. ROUND HOLE LOCATIONS FOR
<br />LVL BEAMS UNDER UNIFORM LOADS
<br />D D
<br /><0.5D
<br />D D
<br />De> 0.6D
<br />L/3 L/3 L/3
<br />MIN. HOR. SPACING=
<br />2x DIA. OF THE
<br />LARGEST HOLE
<br />CUTTING, NOTCHING AND BORING IN ENGINEERED WOOD BEAMS
<br />(LVL, PSL, LSL)4 W
<br />SCALE: NTS.
<br />D
<br />ZONES WHERE 1" OR SMALLER DIA. HOR. HOLES ARE
<br />PERMITTED FOR PASSAGE OF WIRES, CONDUIT, ETC.
<br />A) THE MAX. NUMBER OF HOLES FOR EA. SPAN SHALL NOT
<br />EXCEED 3 AND B) THE HOLE MUST NOT BE CUT IN CANTILEVERS.
<br />ZONES WHERE 1" OR SMALLER DIA. HOR. HOLES ARE
<br />PERMITTED IN A UNIFORMLY LOADED BEAM (D> 7-1/4")
<br />L
<br />MIN. 2x DIA. OF THE
<br />LARGEST HOLE
<br />Y Y Y
<br />D/
<br />3
<br />D/
<br />3
<br />D/
<br />3
<br />D/
<br />3
<br />D/
<br />3
<br />D/
<br />3
<br />FLOOR TO FLOOR CONNECTION BY MSTA & MSTC STRAP
<br />MODEL NO.
<br />CLEAR
<br />SPAN
<br />(IN.)
<br />FASTENERS TOTAL (IN.)ALLOWABLE TENSION
<br />LOAD (DF/SP)
<br />MSTA49 18 (26) 0.148 x 2 1/2 2,020
<br />MSTC28 18 (12) 0.148 x 3 1/4 1,150
<br />MSTC40 18 (28) 0.148 x 3 1/4 2,690
<br />MSTC52 18 (44) 0.148 x 3 1/4 4,225
<br />MSTC66 18 (64) 0.148 x 3 1/4 5,850
<br />MSTC78 18 (76) 0.148 x 3 1/4 5,850
<br />MST37 18 (20) 0.162 x 2 1/2 2,460
<br />MST48 18 (32) 0.162 x 2 1/2 3,950
<br />MST60 18 (46) 0.162 x 2 1/2 6,235
<br />MST72 18 (62) 0.162 x 2 1/2 6,730
<br />W
<br />SCALE: NTS.
<br />FLOOR TO FLOOR TIE INSTALLATION SHOWING
<br />3
<br />CU
<br />T
<br />
<br />L
<br />E
<br />N
<br />G
<br />T
<br />H
<br />CL
<br />E
<br />A
<br />R
<br />
<br />S
<br />P
<br />A
<br />N
<br />EN
<br />D
<br />
<br />L
<br />E
<br />N
<br />G
<br />T
<br />H
<br />EN
<br />D
<br />
<br />L
<br />E
<br />N
<br />G
<br />T
<br />H
<br />SHEATHING NOT
<br />SHOWN FOR CLARITY.
<br />PROVIDE MIN. 1 1/6" END
<br />DISTANCE FOR CS AND CMST
<br />EQUAL NUMBER OF SPECIFIED
<br />NAILS IN EA. END
<br />ADDITIONAL NAILS ARE
<br />REQUIRED IN THE RIM
<br />BOARD AREA
<br />PROJECT
<br />CLIENT
<br />0' 2' 4' 8' 16'
<br />SHEET TITLE
<br />1011 W 2ND ST, SANTA ANA,
<br />CA 92703
<br />JUAN GARSIA
<br />SAZAN INC.
<br />2610 Vista Del Oro, Newport Beach, CA 92660
<br />S1.21
<br />TYPICAL WOOD DETAILS
<br />DATE. 12/21/2023
<br />EXP. 06-30-2024
<br />
<br /> <br />
<br /><br />
<br />1011 W Second St
<br />5/1/2025
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