1724 100TH ST SW 2025-11-07 - Laserfiche WebLink

SHEAR AALL 5C.HrMUL E PER IBC 2016 DATE- 01-0e-16 SEE PLANS TO DETERMINE THE DIFFERENT DE5IGNATOR5 FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOWNS AS CLOSE AS P0551BLE TO THE END OF THE DE5I6NATED WALL. ALL HOLDOWN5, ANCHOR BOLTS, WASHER5, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYW00D P2 = TWO 51DE5 PLYWOOD NAIL 5PAGING SILL BASE HF#2 DF#2 MARK 7/Ib" TOP 4 BTM. BLKG. PLATE PLATE VALUE VALUEPLYWD. EDGES I=1ELD PLATEa REQD. ANCHOR BOLTS NAILING (#/LF) (#A F) PI-6' ad b" 12" b" 2x4 5/6' 0 48" (2) E6d ® f0" 223 255 - - - - - PI-4" 8d 4" 12" 4" 2x4 5/8" ® 32" (2) 16d a -I" 325 395 8d 3" 12" 3" 3x4 5/8" 24" (2) Ibd ® 5" 418 505 PI-2" * 8d 2" 12" 2" 3x4 3/4" 0 24" (2) Ibd 05" 544 670~ P2-6" 8d 6" 12" 6" 3x4 5/8" ® 24" (2) 16d 05' 446 510 P2-4" «« 8d 4" 12" 4" 3x4 5/4" ® 20" (3) 16d ® 5" 650 Zq0 _P2-3" 8d 3" 12" 3" 3x4 ' 3/4" 0 16" (4) 16d 0 5' 83b 1010 P2-2" #" j Sd 2" 12" 2" 5x4 5/4" a 12" (4) Ibd 0 4' 1088 Ii`fO 'NOTE: WALLS WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STU05 4 PLATES) ABUTTING PANE=1-5 NOT LESS THAN 3X MEMBERS (PER IBG 2018 TABLE 2306.3) OR DOUBLE 2x (PER IBC 2018 - SECTION 2306.3 footnote 0. 3X FRAMING WILL BE NOTED ON PLAN. MUD5I1-1- DO NOT NEED TO BE 3X MATERIAL JUST STUDS AND PLATES ON ADJOINING PANEL EDGE-5 "NOTE: HEM-FIR VALUES HAVE BEEN ADJUSTED AGCORING TO IBC, TABLE 2506.5 Footnote a.(3) SPECIFIC, GRAVITY ADJUSTMENT FACTOR = [I40.5-raG)l 5G FOR HEM-FIR - .43 PER AF4PA, [I-(O.5-.43)] _ .q5 I. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILT-( OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. 50LID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALL5. 5HEAR NALL NOTES 7/16" 05B 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 EDGI=5,USE 1-1/2' 8d SHORT NAILS OR 3X 5TUD5 WITH 10d COMMON NAILS. FOR 2" NAIL 5PAGIN5,USE 3X STUDS AND 5TAC76ER PANELS. WHERE PLYWOOD 15 2 51DE5 OF WALL, JOINTS TO FALL ON SEPARATE 5TUD5 ON EACH SIDE. FLOOR PLYWOOD - USE $d COMMON NAILS a 10" O.G. AT INTERMEDIATE SUPPORTS,6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS,UNLE55 OTHERWISE SHOWN ON PLANS. FLOOR J0I5T5 - JOIST PARRALLEL TO FLOOR OPPNIN65 AND EXTERIOR WALLS SHALL BE OR055 BLOGKED AT 45" D.G. ® EDGE5 W/ (4) IOd NAILS FOR THE FIRST BAY. 3' x 3" x 1/4" 5G2UARE WASHERS AT ALL ANCHOR BOLTS. 5TAPLE SCHEDULE 7/16" 0513 OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES k! Ib gage 5TAPLE5 - DF #2 STUDS 116 16 gage STAPLES - HF #2 STUDS 6" oz. - 155 #/ft. 6" O.G. - I2-1 #/ft. 4" o.G. - 230 #/ft. 4" oz. - 155 #/ ft, 3" oz. - 310 #/ ft. 3" oz. - 254 #/ft. 2" oz. - 3615 #/ft. 2" 0.6. - 323 #/ ft. FIELD SPAGING: 12" O.G. NAILS 4 STAPLES. — 'AOLDOWN5 - INSTALL 51MP50N HOLDOWN5 OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CON5TRUGTION 6RADE5 A5 SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS.