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WRITTEN DIMENSIONS ON THI5 DRANING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. <br />CONTRACT OR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK <br />BEFORE PROCEEDIN(5. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE <br />DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRANIN65. ANY SUCH VARIATION SHALL BE <br />RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE NORK, OR THE CONTRACTOR SHALL <br />ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. <br />SCHEDULESHEAR AALL <br />PER IW 2015 DATE: 0-1-05-16 <br />SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR NALL MATERIALS, <br />NAILING, ANCHOR BOLTS, AND HOLDONNS. LOCATE HOLDOWN5 A5 CLOSE AS P0551BLE TO THE END <br />OF THE DESIGNATED WALL. <br />ALL HOLOOWN5, ANCHOR BOLTS, KA5HERS, d NAILS IN GONTAG T WITH P.T. K000 TO 13E <br />HOT DIPPED GALVANIZED. <br />PI = ONE 51DE PLYHOOD <br />P2 = TWO 51DE5 PLYNOOD <br />NAIL SPACING <br />SILL <br />BASE <br />HF#2 <br />DF#2 <br />MARK <br />/I i <br />TOP BTP1. <br />BLKG. <br />PLATE <br />PLATE <br />VALUE <br />VALUE <br />E06M <br />FIELD <br />P <br />PLATE <br />REOP. <br />ANCHOR BOLTS <br />NAILM <br />(#A-F) <br />(#fLF) <br />PI-61' <br />ad <br />6" <br />12'° <br />2x4 <br />5/5" 0 45" <br />(2) I6d ® 10" <br />223 <br />255 <br />P1-4" <br />5d <br />4" <br />12" <br />4" <br />2x4 <br />5/5" a 52" <br />(2) Ibd 0 T' <br />325 <br />3H5 <br />PI-31° ° <br />5d <br />3" <br />12" <br />5" <br />3x4 <br />5/5" ® 24" <br />(2) I6d ® 5" <br />415 <br />505 <br />PI-2" <br />5d <br />2" <br />12" <br />2" <br />3x4 <br />5/4" 6 24" <br />(2) Ibd 0 5" <br />544 <br />6,70 <br />P2-b" <br />ad <br />b" <br />12" <br />b" <br />3x4 <br />5/5" 0 24" <br />(2) Ibd 0 5" <br />446 <br />510 <br />P2-4" <br />5d <br />4" <br />12" <br />4" <br />3x4 <br />3/4" 0 20" <br />(5) Ibd @ 5" <br />650 <br />i90 <br />P2-3" <br />5d <br />3" <br />12" <br />3" <br />3x4 <br />3/4' ® lb" <br />(4) Ibd 0 5" <br />556 <br />1010 <br />P2-2" ° <br />5d <br />2' <br />12" <br />2" <br />3x4 <br />3/4" 0 12" <br />(4) ibd 4" <br />1055 <br />1110 <br />"NOSE: HALLS WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 8 PLATES) <br />ABUTTING PANELS NOT LE55 THAN 3X MEMBERS (PER IBG 2015 TABLE 2306.3) OR <br />DOUBLE 2x (PER IBC 2015 - 5EGTION 2306.3 footnote 1). 3X FRAMING WILL BE NOTED ON PLAN. <br />MU05ILL DO NOT NEED TO BE 3X MATERIAL JUST STUDS AND PLATES ON ADJOINING PANEL EDGE5 <br />"NOTE. HEM -FIR VALUES HAVE BEEN ADJUSTED ACCOPING TO IBC TABLE 2306.5 Footnote- a.(3) <br />SPECIFIC GRAVITY ADJUSTMENT FACTOR = [140.5-56)156 FOR HEM -FIR = .43 PER AF&PA; [I40.5-.43)] _ .q3 <br />I. USE PWNER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. <br />2. PLYHOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. <br />3. SOLID BLOCK KITH JOIST UNDER INTERIOR SHEAR KALL5. <br />SMEAR HALL. NOTES <br />1/16" OSB OR PLYNOOD SHEATHING - USE 5d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL <br />EDGES. LONG DIMENSIONS OF PLYHOOD MAY BE INSTALLED VERTICALLY. NAIL a 12" O.C. TO ALL <br />INTERMEDIATE STUDS, WHERE 3" NAIL SPACING IS SPECIFIED AT PANEL EDGES, USE 1-1/2" 5d <br />SHORT NAILS OR 3X STUDS KITH IOd COMMON NAILS, FOR 2" NAIL SPACING, USE 3X STUDS <br />AND 5TA66EP PANELS. KHERE PLYHOOD 15 2 51DE5 OF WALL, JOINTS TO FALL ON <br />SEPARATE STUDS ON EACH SIDE. <br />FLOOR PLYHOOD - USE 5d COMMON NAILS ® 10" O.C. AT INTERMEDIATE SUPPORT5, 6" O.G. <br />AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR NALL5, UNLE55 OTHERK15E 5HOHN ON PLANS. <br />FLOOR JOI5T5 - JOIST PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR NALL5 SHALL BE <br />CRO55 BLOCKED AT 45" O.G. a EDGES K/ (4) 10d NAILS FOR THE FIRST BAY. <br />3" x 3" x 1/4" SQUARE HASHERS AT ALL ANCHOR BOLTS. <br />STAPLE 50HEDUL <br />T/I6" 050 OR PLYNOOD SHEATHING <br />ALLOWABLE SHEAR VALUES <br />I1,2 16 gage STAPLES - OF #2 STUDS <br />1!.12 16 gage, STAPLES - HF 02 STUDS <br />6" 0.6. - 155 #/ft. <br />b" o.c. - 121 #/ft. <br />4" o.c. - 250 #/ ft. <br />4" o4. - 155 #/ ft. <br />3" ®.c. - 310 #/ fL <br />3" o.c. - 254 #/ ft, <br />2" o4. - 395 #/ ft. <br />2" o4. - 523 #/ ft. <br />FIELD SPACING: 12" O.C. NAILS a STAPLES. <br />HOLDONNS - INSTALL SIMP50N HOLDOWN5 OR EQUIVALENT AT THE END OF SHEAR WALLS <br />WHEN SHOWN ON DRANING5. TO ATTACH USE 2X OR 3X HE #2 CONSTRUCTION GRADES AS <br />SHEAR HALL BOUNDARY ELEMENTS. HOLDOHNS ARE ONLY REQUIRED NHERE SHOWN ON PLANS. <br />ml <br />HEADER <br />EXTEND TO <br />END HALLS <br />a <br />a • ° <br />... <br />aBx <br />NAIL GHEATHINC� TO <br />HEADER o S°' O.O. E.H. <br />STUDS <br />z <br />° <br />G®NNEGT PLYV400D <br />H/ 5d NAILS ® 3" O.O. <br />TO ALL PLATES, rt <br />m ° <br />a HEADS SDS, <br />av <br />APA RATED SHT%. <br />" MIN, 24/0 EXP. I <br />(. <br />IX.. <br />''II <br />S T HDI4 HOOD <br />lJ- <br />TO CONCRETE <br />EQUAOT8R5 OR <br />°I <br />f <br />(5) #4 \/ERTICALS <br />+-101�1Z. <br />D { <br />I - Bx PLATES <br />OIEASCH PLATE <br />12" ®.c. <br />12 <br />V <br />" Q' X IS" A.B. <br />t1 <br />PLATE Vq^SHER <br />7" IMBEDMENT <br />N <br />• <br />CONT. <br />H I H STEM V4ALL ( TH 1) <br />L-ATERAL RE5TRAINT PANEL <br />SEE 45?ENERAL NOTES NO SCALE <br />SHEAR. WALL <br />TYPE: PER PLAN - <br />REFER TO SHEAR <br />SGHE:DULE FOR <br />PLATE NAILING <br />EDGE NAILING— <br />PLYWD. <br />SUE3-FLOOR <br />PER FLAN ®- <br />2x STUDS <br />lb" O.G. <br />FLR, SYS. <br />I f��R PL_AN <br />DOUBLE SOLID <br />BLOCr-ING AT <br />BEEARI NO <br />SHEAR 1^4ALnL NITH <br />BEARIN65 BEAM BELOPq <br />SHEAR V*4ALL TO FLOOR -- <br />NOT TO SrALE <br />E <br />FLOOR .;JOIST <br />PER PLAN -� <br />(B)IOd TOE NAIL <br />JOIST TO TOP <br />PLATE ----®o <br />2X STUD/SHEAR VgALL; <br />NAIL PER PLANS; SEE <br />SHEAR WALL BGHEDULE, <br />BOTTOM PLATE: NAILING <br />PER 5CHIEDULE TO 2X <br />RIM .JOIST <br />NAILING PER SHEAR <br />WALL SCHEDULE <br />2X BLOCK <br />Ibd TOENAIL a b" o.c. <br />TO TOP PLATES <br />2X STUD/SHEAR WALL; <br />NAIL PER PLANS; SEE <br />SHEAR WALL 5GHEDULE. <br />±iINTERIOR <br />SHEAR VNALL <br />NO A - <br />IOd a 4" 0.c. - ROOF" <br />IOd a 4" o.c. - ROOF` <br />SHIEATHINO TO TOP <br />5HEATHING TO TOP <br />CHORD TRUSS. <br />CHORD TiRU55. <br />TRUSS 0\/ER <br />PLYWOOD ROOF <br />5.N. TO HA\/E <br />PLYWOOD ROOF' <br />5HIEATHING <br />5L.00<ING AT <br />SHEATHING <br />16" O.G. <br />TRUSSES <br />TRU55E5 <br />PER PLAN <br />PER PLAN <br />2X NAILER - <br />NAIL TO BOTTOM <br />CHORD W/ I6d <br />A55 <br />CONTINUE <br />CLIP'S <br />SHEAR WALL <br />5/4" PLYWOOD <br />® 24" <br />TO ROOF <br />O.C. <br />2 R01N5 Ibd <br />I6d ® 4" c.c. <br />NAILS a 6" c.c. <br />PLYWOOD TO <br />PLYWOOD TO <br />NAILER <br />TOIL PLATE <br />SHEAR WALL <br />SHEAR WALL <br />PER. <br />PER <br />5CHEDULE <br />50HtEDULE <br />SHEAR V4 LL PARALLEL <br />TO TRUSS <br />N ALIE <br />