1722 100TH ST SW 2025-11-07 - Laserfiche WebLink

SHEAR ALL SCHEDULE PER ISG 21016 DATE: 01-08-16 SEE PLANS TO DETERMINE THE DIFFERENT DE515NATOR5 FOR SHEAR WALL MATERIALS, NAILING,ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOW45 AS CLOSE A5 P055I5LE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE 51DE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACI SILL NG HF#2 DF#2 i ?/Ib" BASE MARK f PLYWD. �5 FIELD TOP RE G!p. PLATE PLATE VALUE VALUE ANCHOR BOLTS NAILING (#/LF) NAX) PI-6" 8d b" 12" 6" 2x4 5/8" a 48" (2) Ibd 0 10" 225 255 PI-4" 8d 4' 12" _ 4" 2x4 5/8" ® 32" (2) 16d ® "►" 325 3q5 PI-3" we I 8d 3" 12" 3" 3x4 /8 24 (2) !6d a 5" 415 5o5 PI-2" 8d 2" 12" 2" 3x4 3/4" ® 24" (2) [rod 0 5" 544 670 b" 12" 6" 3x4 5/8" ® 24" (2) Ibd a 5" 446 510 P2-4" •* at, # 4" 12" 4" 3x4 3/4" 20" (3) Ibd 5" 650 7qO P2-3" �* r 8d 3" 12" 3" 3x4 5/4" Q 16" (4) Ibd a 5" 536 1010 P2-2" 8d 2" 12" 2" 3x4 5/4" Q 12" (4) Mod 0 4" 1088 1170 *NOTE: WALLS WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4: PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBER5(PER IBC 2018 TABLE 230(o.3) OR DOUBLE 2x (PER IBC 2018 - SEGTION 23063 footnote 0. 3X FRAMING WILL BE NOTED ON PLAN. MUD5ILL DO NOT NEED TO BE 3X MATERIAL JUST STUDS AND PLATES ON ADJOINING PANEL E26E5 "NOTE: HEM-FIR VALUES HAVE BEEN ADJUSTED AGGORING TO 15G TABLE 2506-5 Footnote a.(3) SPECIFIC GRAVITY ADJUSTMENT FACTOR = [1405-56)];55 FOR HEM-FIR = .45 PER AFBPA; [1-(05-.43)1 = .q3 I. USE POWER-DRIVEN STEED_ STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JO15T UNDER INTERIOR SHEAR WALLS. SHEAR HALL NOTES 7/I6" 055 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL a 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL EDGES,USE I-{/2" 8d SHORT NAILS OR 3X 5TUD5 WITH IOd COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD 15 2 51DE5 OF WALL, JOINT5 TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD -USE 8d COMMON NAILS a 10" O.G. AT INTERMEDIATE SUPPORTS,6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS,UNLESS OTHERK15E SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE CRO55 BLOCKED AT 46" O.G. 0 EDGE5 W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WA5HER5 AT ALL ANCHOR BOLTS. STAPLE SCHEDULE 7/I6" 0513 OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES 112 16 gage STAPLES - DF #2 STUDS 1112 16 gage STAPLES - HF #2 STUDS 6" oz. - 155#/Ft. 6" oz. - 127 #/ft. 4" c.c. - 230 #/ft. 4" oz. - I88 #/ ft. 3" oz. - 310 #/ft. 3" 04. - 254 #/ft. 2" oz. - 3q5 #/ft. 2" oz. -- 325 #/ft. FIELD 51PAGING: 12" O.G. NAILS 4 STAPLES. HOLDOWN5 - INSTALL SIMPSON HOLDOWN5 OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 GONSTRUGTION 6RADE5 A5 SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS.