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Home My WebLink AboutS0-2C Standard ShearwallNAIL BLOCK TO PLATESABOVE AND BELOW, ANDTO ADJACENT TRUSSES,W/ (2) ROWS OF(6) 0.131"x3" ON ALL FOURSIDES FOR SYP/DFLMATERIAL. WHERE PLATESOR TRUSSES ARE HF/SPFOR FRT, USE (2) ROWS OF(7) 0.131"x3" INSTEAD.SHEAR BLOCK & DRAG TRUSS SCHEDULESHEATHINGNOTES:1. SHEAR BLOCKING SHALL BE CONSTRUCTED BY THE TRUSSMANUFACTURER OUT OF #2 SYP AND DESIGNED FOR A +/-2,000POUND ALLOWABLE WIND SHEAR FORCE.2. PROVIDE A MINIMUM OF TWO SHEAR BLOCKS @ EA. WALL.3. WHEN FLOOR TRUSSES ARE PARALLEL TO SHEARWALLS, PROVIDEA DRAG TRUSS DESIGNED FOR THE SHEAR CAPACITY OF THE WALLSHEATHING BELOW. FOR 4x2 TRUSSES, NAIL TO WALLS ABOVE ANDBELOW PER THE SOLE PLATE NAILING SCHEDULE. FOR 2x4 TRUSSES,CLIP TO THE WALLS ABOVE AND BELOW PER THE TYPICAL ROOFDRAG TRUSS DETAIL SCHEDULE.4. SHEAR BLOCKS MAY BE OMITTED OVER EXTERIOR SHEARWALLSWHERE OSB SHEATHING IS INSTALLED PER ACCEPTABLE ALTERNATEDETAIL. RE: STANDARDS.5. SEE THE FIELD-BUILT SHEAR BLOCK DETAIL FOR AN ACCEPTABLEALTERNATE TO TRUSS BLOCKS.6. WHERE NO SHEARWALL EXISTS ABOVE A SHEARWALL RE:STANDARD DETAILS.TRUSS DEPTH CLEAR SPACEBETWEEN TRUSSESG5bOR LESSG6bSINGLE-SIDEDSHEARWALL SIDESDOUBLE-SIDED# OF SHEAR BLOCKS REQUIREDOSBSINGLE-SIDEDDOUBLE-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 MINCONTINUOUS SHEAR BLOCKSSINGLE-SIDEDDOUBLE-SIDEDCONTINUOUS SHEAR BLOCKSDIRECT SHEARWALL CALL OUT NOTATION1st: W5 (25)WALL SHEATHINGLENGTH OF SHEARWALL (FEET)RE: WALL SHEATHING SCHEDULESHEARWALLS ARE INDICATEDH1H1RE: HOLDOWN & STRAP SCHEDULEHOLDOWN (H) OR STRAP (S) MARKFLOOR LEVELSHEARWALL CALL OUT LEGENDNOTES:1. SHEARWALL MARKS AND SHEATHING CALLOUTS ARE SHOWN ONTHE SIDE OF THE SHEARWALL THAT RECEIVES THE SCHEDULEDSHEATHING AND NAILING PATTERN.2. HOLDOWNS AND STRAPS SHALL BE INSTALLED ON WIND POSTS ATTHE ENDS OF WALLS U.N.O.WITH THIS WALL SHADINGWALL SHEATHING SCHEDULEMARKSHEATHING7"7"BN/AG37"115 plf6"12"FN/AW3532 plfW512"F686 plf7"3"DG5b4"175 plf4"DG1b4"7"B200 plfG6b250 plf5/8" GYPSUMBASE PLY: DFACE PLY: EDBL LAYERBASE PLY: 9"FACE PLY: 7"BASE PLY: 9"FACE PLY: 7"4"2"W712"F823 plf2"2"N/A380 plf490 plf589 plfN/A115 plf175 plf200 plf250 plf5/8" GYPSUM3"4"G3"4"12"F3"2"4"G2"WALLW16"12"F364 plf4"260 plf3"4"G3"INT. NON SHEARBOUNDARYFASTENERSPACINGFIELDFASTENERSPACINGALLOWABLEFASTENERSWIND SHEARVALUESEISMIC SHEARVALUEW9EXT. NON SHEARWALL7/16" OSB7/16" OSB7/16" OSB7/16" OSB7/16" OSB15/32" OSB2"2"12"H991 plf708 plfNOTES:1. FASTENER SIZES SHALL BE AS FOLLOWS (FOR SHEARWALL LOCATIONS WHERE THE ARCHITECTURAL ASSEMBLY REQUIRES A BASE GYPSUMLAYER, 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" HEADC - 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" HEADD - 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" HEADE - 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" HEADF - 8d COMMON NAILOR 0.131" x 3" NAILG - 16 GUAGE, 7/16" CROWN, 2" LEG STAPLE, INSTALLED PARALLEL TO FRAMING MEMBERH - 10d COMMON NAILOR 0.148" x 3" NAIL2. 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 ARCHITECTURALDRAWINGS.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 PANELSHEET. (3/8" MIN. FROM PANEL EDGE.)7. "FIELD FASTENER SPACING" REFERS TO ATTACHMENT REQUIRED ALONG ALL INTERMEDIATE SUPPORTS BEHIND EACH SHEATHING PANELSHEET.8. ALL SHEARWALL SHEATHING MUST HAVE ALL FREE EDGES SUPPORTED BY BLOCKING OR THE PANELS MUST BE ORIENTED VERTICALLY ANDSIZED TO EXTEND ENTIRELY FROM BOTTOM TO TOP PLATE SUCH THAT NO EDGES ARE LEFT UNSUPPORTED. GYPSUM END JOINTS ON STUDSMUST 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" GYPSUM5/8" GYPSUMSPF/HFSTUDSSYP/DFLSTUDSWALLBOARD5/8" GYPSUMSHEATHING (EXT)WALLBOARDWALLBOARDWALLBOARDSILL & SOLE PLATE ANCHORAGE SCHEDULEANCHORAGENON-SHEARWALLW3W5NON-SHEARWALL0.145" x 2-7/8" PAFW3W5NON-SHEARWALL0.131"X3" NAILSW3W5(2) 0.131"X3" NAILS(2) 0.131"X3" NAILS(2) 0.131"X3" NAILS(2) 0.131"X3" NAILSG1b,G3,G5bG6b,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, G5bG6b, W1G1b, G3, G5bG6b, W1SILL PLATES ( ON CONCRETE )SOLE PLATES ( ON WOOD )LOCATIONANCHOR SPACINGNON-UPLIFTCONDITIONUPLIFTCONDITION1/2" BOLTS OR MASAW9@ 10" o.c.@ 7 1/2" o.c.EXTERIOR WALLS (2) 0.145" x 2-7/8" PAFW9@ 10" o.c.@ 7 1/2" o.c.INTERIOR WALLSALL WALLS @ 2 1/2" o.c.(2) 0.131"X3" NAILSW9NOTES:1. SHEARWALLS SHEATHED ON BOTH SIDES SHALL USE TWICE THEANCHORS REQUIRED BY THE MOST STRINGENT SCHEDULEDANCHORAGE OF THE SIDES INDIVIDUALLY.2. THE 1/2" WET-SET BOLTS SCHEDULED ABOVE SHALL BEGALVANIZED AND HAVE A MIN 1" HOOK EMBEDDED AT LEAST 7" ANDBE FITTED WITH A STANDARD WASHER AND NUT.3. THERE SHALL ALWAYS BE ONE PLATE ANCHOR PLACED NOT MORETHAN 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 MAYBE REPLACED WITH 1/2" X 6" SIMPSON TITEN HD ANCHORS ON A 1:1BASIS.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 SHEARWALLSSHALL HAVE STANDARD CUT WASHERS ON TOP OF 0.229" X 3" X 3"MIN. PLATE WASHERS SIZED+PLACED TO HAVE A SIDE OF THE PLATEWITHIN 1/2" OF SHEATHED SIDE(S) OF PLATE, UTILIZING DIAGONALLYSLOTTED HOLES. (NOT REQ'D FOR MASA OR NON-SHEARWALLAPPLICATIONS.)8. NO MORE THAN 1/3 OF MASA ANCHORS MAY HAVE A ONE LEG UPINSTALLATION.9. PLATES MUST BE SYP OR DFL MATERIAL.10. SEE UPLIFT CONNECTION DETAILS FOR LOCATIONS THAT REQUIREUPLIFT CONDITION ANCHOR SPACING1/2" BOLTS OR MASA1/2" BOLTS OR MASA1/2" BOLTS OR MASASYP PLATESH.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 PLATESSPF PLATESTYPE OFWALL1/2" BOLTS OR MASA1/2" BOLTS OR MASA1/2" BOLTS OR MASA1/2" BOLTS OR MASA1/2" BOLTS OR MASA1/2" BOLTS OR MASA1/2" BOLTS OR MASA1/2" BOLTS OR MASASHEET NUMBERMAGNOLIA CONDOS126 TH ANDRANGELINE ROADISSUE DATEISSUE TITLESHEET TITLEDRAWING SCALEPROJECT NUMBERPROJECT NAME & LOCATION609.004.20HCAD / ENGThe 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 because he has not believed in 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) Porque tanto amó Dios al mundo, que dio a su Hijo unigénito, para que todo el que cree en él no se pierda, sino que tenga vida eterna. Dios no envió a su Hijo al mundo para condenar al mundo, sino para salvarlo por medio de él. El quecree 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 obediencia a Dios. (Juan 3:16-21,NVI) For God so loved the world 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 because he has not believedin 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 sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Corp.'s strong belief and faith in Jesus Christ and it is our desire that through our work others may come to know Christ as well. May God bless this project and all of those involved.CONSTRUCTION@INTEGRITYSTRUCTURAL.COM12777 JONES RD., STE 388HOUSTON, TX 77070281 894 70992020.09.09PROGRESS SETJT / GD2020.10.07BID DOCUMENTSJT / GD2020.11.11CONTRACT SETJT / GDSTANDARDSHEARWALLNOTES ANDSCHEDULESNTSS0-2C