1720 100TH ST SW 2025-11-07 - Laserfiche WebLink

SHEAR AALL SCHEMLE PER 150 2016 DATE: 07-08-16 SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR 5HEAR WALL MATERIALS, NAILING,ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOAN5 AS OL05E A5 POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, d NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. �— PI = ONE 51DE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL BASE HF#2 DF#2 MARK T/Ib" _ TOP 4 BTM. BLKG. PLATE PLATE VALUE VALUE PLYWD. EDGES FIELD PLATES REQ'D. ANCHOR BOLTS NAILING (#/LF) (#/LF) Pl-6" 8d 6° 12" lb" 2x4 5/5" 0 48" (2) I6d 0 10° 225 255 PI-4" 8d 4° 12" 4" 2x4 5/8" ® 32" (2) Ibd 0 7" 325 395 PI-3" 8d 3" 12" 3" 3x4 5/8" 0 24" (2) Ibd 0 5" 415 505 PI-2" 2° 12" 2" 3x4 5/4" 0 24" (2) Ibd 0 5" 544 610 I P2-6" '* 8d ^' 6" 12" b" 3x4 5/8" ® 24" (2) I6d 5" 446___ 510 P2-4" 8d 4" 12" 4" 3x4 3/4" 0 20" (3) l bd 0 5" 650 740 P2-34 ■�' 8d 3" 12" 3" 3x4 3/4" ® 16" (4) Ibd 0 5" 636 1010 P2-2" •• Bd 2" 12" '2" 3x4 3/4" 012" _ (4) Ibd 0 4° 1088 1170 "'NOTEt WALLS WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS (PER IBG 2018 TABLE 2306.3) OR DOUBLE 2x (PER IBC 2018 -- SECTION 2306.3 footnote 1). 3X FRAMING WILL BE NOTED ON PLAN. MU05ILL DO NOT NEED TO BE 3X MATERIAL JUST STUDS AND PLATES ON ADJOINING PANEL ED6E5 •"NOTE, HEM-FIR VALUES HAVE BEEN ADJUSTED AGCORING TO IBC TABLE 250b.5 Footnote a.(3) SPECIFIC GRAVITY ADJUSTMENT FACTOR = [I40.5-56)];56 FOR HEM-FIR = .45 PER AF4PA; [I40.5-.43)] = A3 I. USE POWER-DRIVEN STEEL 5TU05 AND NAIL5 BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH J015T UNDER INTERIOR SHEAR WALLS. 5HEAR WALL NOTES 7/I6" 055 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NA1L5. BLOCK ALL PANEL ED6E5. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL ® 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL EDGES,USE 1-1/2" 8d SHORT NAILS OR 3X 5TUD5 WITH 10d COMMON NAILS. FOR 2" NAIL SPACING,USE 3X STUDS AND 5TAGGER PANELS. WHERE PLYWOOD 15 2 511DES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS a 10" O.G. AT INTERMEDIATE SUPPORTS,b" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS,UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - J015T PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR WALL5 SHALL BE CROSS BLOCKED AT 48" D.G. a EDGES W/(4) 10d NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WA5HER5 AT ALL ANCHOR BOLTS. 5TAFLE SCHEDULE 7/I6" 05B OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES !I2 Ib gage STAPLES - DF #2 STUDS III 16 gage STAPLES - HF #2 STUDS ✓ 6" o.c. - 155 #/ft. b" ox. - 127 #/ft. 4" a.c. - 230 #/ Ft. 4" o.c. - 188 #/ ft. 3" o.c. - 310 #/ Ft. 3" o.c. - 254 #/ ft. 2° o.c. - 3q5 #/ ft. 2" o.c. - 325 #/ ft. FIELD SPACING, 12" O.G. MAILS # STAPLES. HOLDOWN5 - INSTALL SIMPSON HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS, TO ATTACH USE 2X OR 3X HF #2 GON5TRUGTION ORADE5 A5 SHEAR WAIL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS.