The URL can be used to link to this page

Home My WebLink AboutS0-2C STANDARD SHEARWALL NOTES AND SCHEDULESNAIL BLOCK TO PLATES ABOVE AND BELOW, AND TO ADJACENT TRUSSES, W/ (2) ROWS OF (6) 0.131"x3" ON ALL FOUR SIDES FOR SYP/DFL MATERIAL. WHERE PLATES OR TRUSSES ARE HF/SPF OR FRT, USE (2) ROWS OF (7) 0.131"x3" INSTEAD. SHEAR BLOCK & DRAG TRUSS SCHEDULE SHEATHING NOTES: 1. SHEAR BLOCKING SHALL BE CONSTRUCTED BY THE TRUSS MANUFACTURER OUT OF #2 SYP AND DESIGNED FOR A +/-2,000 POUND ALLOWABLE WIND SHEAR FORCE. 2. PROVIDE A MINIMUM OF TWO SHEAR BLOCKS @ EA. WALL. 3. WHEN FLOOR TRUSSES ARE PARALLEL TO SHEARWALLS, PROVIDE A DRAG TRUSS DESIGNED FOR THE SHEAR CAPACITY OF THE WALL SHEATHING BELOW. FOR 4x2 TRUSSES, NAIL TO WALLS ABOVE AND BELOW PER THE SOLE PLATE NAILING SCHEDULE. FOR 2x4 TRUSSES, CLIP TO THE WALLS ABOVE AND BELOW PER THE TYPICAL ROOF DRAG TRUSS DETAIL SCHEDULE. 4. SHEAR BLOCKS MAY BE OMITTED OVER EXTERIOR SHEARWALLS WHERE OSB SHEATHING IS INSTALLED PER ACCEPTABLE ALTERNATE DETAIL. RE: STANDARDS. 5. SEE THE FIELD-BUILT SHEAR BLOCK DETAIL FOR AN ACCEPTABLE ALTERNATE TO TRUSS BLOCKS. 6. WHERE NO SHEARWALL EXISTS ABOVE A SHEARWALL RE: STANDARD DETAILS.TRUSS DEPTHCLEAR SPACE BETWEEN TRUSSES G5b OR LESS G6b SINGLE-SIDED SHEARWALL SIDES DOUBLE-SIDED # OF SHEAR BLOCKS REQUIRED OSB SINGLE-SIDED DOUBLE-SIDED (1) BLOCK PER 10' OF WALL LENGTH, 2 MIN (1) BLOCK PER 5' OF WALL LENGTH, 2 MIN (1) BLOCK PER 8' OF WALL LENGTH, 2 MIN (1) BLOCK PER 4' OF WALL LENGTH, 2 MIN CONTINUOUS SHEAR BLOCKSSINGLE-SIDED DOUBLE-SIDED CONTINUOUS SHEAR BLOCKS DIRECT SHEARWALL CALL OUT NOTATION 1st: W5 (25) WALL SHEATHING LENGTH OF SHEARWALL (FEET)RE: WALL SHEATHING SCHEDULE SHEARWALLS ARE INDICATED H1 H1 RE: HOLDOWN & STRAP SCHEDULE HOLDOWN (H) OR STRAP (S) MARK FLOOR LEVEL SHEARWALL CALL OUT LEGEND NOTES: 1. SHEARWALL MARKS AND SHEATHING CALLOUTS ARE SHOWN ON THE SIDE OF THE SHEARWALL THAT RECEIVES THE SCHEDULED SHEATHING AND NAILING PATTERN. 2. HOLDOWNS AND STRAPS SHALL BE INSTALLED ON WIND POSTS AT THE ENDS OF WALLS U.N.O. WITH THIS WALL SHADING WALL SHEATHING SCHEDULE MARK SHEATHING 7" 7" B N/A G3 7" 115 plf 6" 12" F N/A W3 532 plf W5 12" F 686 plf 7" 3" D G5b 4" 175 plf4" D G1b 4" 7" B 200 plf G6b 250 plf5/8" GYPSUM BASE PLY: D FACE PLY: E DBL LAYER BASE PLY: 9" FACE PLY: 7" BASE PLY: 9" FACE PLY: 7" 4" 2" W7 12" F 823 plf2" 2" N/A 380 plf 490 plf 589 plf N/A 115 plf 175 plf 200 plf 250 plf 5/8" GYPSUM 3" 4" G3" 4" 12" F3" 2" 4" G2" WALL W1 6" 12" F 364 plf4"260 plf3" 4" G3" INT. NON SHEAR BOUNDARY FASTENER SPACING FIELDFASTENERSPACING ALLOWABLE FASTENERS WIND SHEAR VALUE SEISMIC SHEAR VALUE W9 EXT. NON SHEARWALL 7/16" OSB 7/16" OSB 7/16" OSB 7/16" OSB 7/16" OSB 15/32" OSB 2" 2" 12" H 991 plf 708 plf NOTES: 1. FASTENER SIZES SHALL BE AS FOLLOWS (FOR SHEARWALL LOCATIONS WHERE THE ARCHITECTURAL ASSEMBLY REQUIRES A BASE GYPSUM LAYER, INCREASE FASTENER LENGTH TO MAINTAIN THE SAME EMBEDMENT.) B - 6d GALVANIZED COOLER NAIL (0.092"X1-7/8" LONG, 1/4" HEAD) OR WALLBOARD NAIL (0.0915" X 1-7/8" LONG, 19/64" HEAD) OR 0.120" NAIL X 1-3/4" LONG, MIN 3/8" HEAD C - 5d COOLER NAIL (0.086"X1-5/8" LONG, 15/64" HEAD) OR WALLBOARD NAIL (0.086" X 1-5/8" LONG, 9/32" HEAD) OR 0.120" NAIL X 1-1/2" LONG, MIN 3/8" HEAD D - 6d COOLER NAIL (0.092"X1-7/8" LONG, 1/4" HEAD) OR WALLBOARD NAIL (0.0915" X 1-7/8" LONG, 19/64" HEAD) OR 0.120" NAIL X 1-3/4" LONG, MIN 3/8" HEAD E - 8d COOLER NAIL (0.113"X2-3/8" LONG, 0.281" HEAD) OR WALLBOARD NAIL (0.113" X 2-3/8" LONG, 3/8" HEAD) OR 0.120" NAIL X 2-3/8" LONG, MIN 3/8" HEAD F - 8d COMMON NAIL OR 0.131" x 3" NAIL G - 16 GUAGE, 7/16" CROWN, 2" LEG STAPLE, INSTALLED PARALLEL TO FRAMING MEMBER H - 10d COMMON NAIL OR 0.148" x 3" NAIL 2. NAILS SHALL NOT TEAR THE PAPER OF GYPSUM SHEARWALLS. 3. NAILS AND STAPLES SHALL BE DRIVEN FLUSH, AND NOT PAST FLUSH WITH THE FACE OF THE OSB SHEATHING. 4. MATERIAL THICKNESS AND FASTENER SIZES+SPACING SHOWN ARE MINIMUMS. VERIFY ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. 5. PLYWOOD MAY NOT BE SUBSTITUTED FOR ORIENTED STRAND BOARD (OSB). 6. "BOUNDARY FASTENER SPACING" REFERS TO ATTACHMENT REQUIRED ALONG ALL THE SUPPORTED EDGES OF EACH SHEATHING PANEL SHEET. (3/8" MIN. FROM PANEL EDGE.) 7. "FIELD FASTENER SPACING" REFERS TO ATTACHMENT REQUIRED ALONG ALL INTERMEDIATE SUPPORTS BEHIND EACH SHEATHING PANEL SHEET. 8. ALL SHEARWALL SHEATHING MUST HAVE ALL FREE EDGES SUPPORTED BY BLOCKING OR THE PANELS MUST BE ORIENTED VERTICALLY AND SIZED TO EXTEND ENTIRELY FROM BOTTOM TO TOP PLATE SUCH THAT NO EDGES ARE LEFT UNSUPPORTED. GYPSUM END JOINTS ON STUDS MUST BE STAGGERED. 9. SHEARWALL VALUES SHOWN ARE APPLICABLE TO SDC, A, B, OR C ONLY. 10. ALL SHEARWALLS WITH NAILING OR STAPLING @ 2" O.C.REQUIRE DOUBLE STUDS AT ALL PANEL JOINTS STITCHED TOGETHER WITHOUT .131" x 3" @ 2" O.C. STAGGERED. 11. SHEATH ALL EXTERIOR WALLS WITH OSB U.N.O. 12. OSB AS UPLIFT HARDWARE ALTERNATIVE DETAIL MAY GOVERN OVER NAILING SHOWN WHEN APPLICABLE, SEE DETAIL. 13. AT FTAO SHEARWALLS, CONTINUE SHEATHING FULL WALL LENGTH ABOVE AND BELOW OPENING(S). 5/8" GYPSUM 5/8" GYPSUM SPF/HF STUDS SYP/DFL STUDS WALLBOARD 5/8" GYPSUM SHEATHING (EXT) WALLBOARD WALLBOARD WALLBOARD SILL & SOLE PLATE ANCHORAGE SCHEDULE ANCHORAGE NON-SHEARWALL W3 W5 NON-SHEARWALL 0.145" x 2-7/8" PAF W3 W5 NON-SHEARWALL 0.131"X3" NAILS W3 W5 (2) 0.131"X3" NAILS (2) 0.131"X3" NAILS (2) 0.131"X3" NAILS (2) 0.131"X3" NAILS G1b,G3,G5b G6b,W1 @ 48" o.c. @ 48" o.c. @ 32" o.c. @ 22" o.c. @ 17" o.c. @ 20" o.c. @ 20" o.c. @ 20" o.c. @ 20" o.c. @ 8" o.c. @ 6" o.c. @ 4" o.c. @ 36" o.c. @ 22" o.c. @ 17" o.c. @ 48" o.c. @ 42" o.c. @ 20" o.c. @ 14" o.c. @ 12" o.c. @ 20" o.c. @ 16" o.c. @ 24" o.c. @ 14" o.c. @ 12" o.c. W7 (2) 0.131"X3" NAILS @ 3" o.c. W7 @ 12" o.c. @ 9" o.c. W7 @ 12" o.c. @ 9" o.c. G1b, G3, G5b G6b, W1 G1b, G3, G5b G6b, W1 SILL PLATES ( ON CONCRETE ) SOLE PLATES ( ON WOOD ) LOCATION ANCHOR SPACING NON-UPLIFT CONDITION UPLIFT CONDITION 1/2" BOLTS OR MASA W9 @ 10" o.c. @ 7 1/2" o.c.EXTERIOR WALLS(2) 0.145" x 2-7/8" PAF W9 @ 10" o.c. @ 7 1/2" o.c.INTERIOR WALLSALL WALLS@ 2 1/2" o.c.(2) 0.131"X3" NAILS W9 NOTES: 1. SHEARWALLS SHEATHED ON BOTH SIDES SHALL USE TWICE THE ANCHORS REQUIRED BY THE MOST STRINGENT SCHEDULED ANCHORAGE OF THE SIDES INDIVIDUALLY. 2. THE 1/2" WET-SET BOLTS SCHEDULED ABOVE SHALL BE GALVANIZED AND HAVE A MIN 1" HOOK EMBEDDED AT LEAST 7" AND BE FITTED WITH A STANDARD WASHER AND NUT. 3. THERE SHALL ALWAYS BE ONE PLATE ANCHOR PLACED NOT MORE THAN 12" NOR LESS THAN 4" FROM EACH END OF EACH SILL PIECE. THERE SHALL BE A MINIMUM OF TWO (2) ANCHORS PER SILL PIECE. 4. THE MASA AND 1/2" WET-SET SILL BOLTS SCHEDULED ABOVE MAY BE REPLACED WITH 1/2" X 6" SIMPSON TITEN HD ANCHORS ON A 1:1 BASIS. 5. EXPANSION ANCHORS SHALL NOT BE USED. 6. PAF ANCHORS SHALL BE HILTI X-CP. 7. SILL BOLTS AND TITEN HD ANCHORS IN WOOD PANEL SHEARWALLS SHALL HAVE STANDARD CUT WASHERS ON TOP OF 0.229" X 3" X 3" MIN. PLATE WASHERS SIZED+PLACED TO HAVE A SIDE OF THE PLATE WITHIN 1/2" OF SHEATHED SIDE(S) OF PLATE, UTILIZING DIAGONALLY SLOTTED HOLES. (NOT REQ'D FOR MASA OR NON-SHEARWALL APPLICATIONS.) 8. NO MORE THAN 1/3 OF MASA ANCHORS MAY HAVE A ONE LEG UP INSTALLATION. 9. PLATES MUST BE SYP OR DFL MATERIAL. 10. SEE UPLIFT CONNECTION DETAILS FOR LOCATIONS THAT REQUIRE UPLIFT CONDITION ANCHOR SPACING 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA SYP PLATES H.FIR OR @ 20" o.c. @ 17" o.c. @ 7" o.c. @ 5" o.c. @ 2" o.c. @ 3 1/2" o.c. @ 2 1/2" o.c. SYP PLATES SPF PLATES TYPE OF WALL 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA 1/2" BOLTS OR MASA SHEET NUMBER MAGNOLIA CONDOS 126 TH AND RANGELINE ROAD ISSUE DATE ISSUE TITLE SHEET TITLE DRAWING SCALE PROJECT NUMBER PROJECT NAME & LOCATION 609.004.20H CAD / ENG The words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already becauscree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obedienin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the shee CONSTRUCTION@ INTEGRITYSTRUCTURAL.COM 12777 JONES RD., STE 388 HOUSTON, TX 77070 281 894 7099 2020.09.09 PROGRESS SET JT / GD 2020.10.07 BID DOCUMENTS JT / GD 2020.11.11 CONTRACT SET JT / GD 2021.01.06 REVISION #1 JT / GD STANDARD SHEARWALL NOTES AND SCHEDULES NTS S0-2C Powered by TCPDF (www.tcpdf.org) 10/25/21