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LL RED ING ARGHITEGTS 1217 J STREET,M001E5TO,GA 85354 20g.522bg00 SEAL: QROFESSIO MOZ4��I W No, S 3959 Exp. 3/31/19 1 2 ❑ 4 5 6 ❑ 8 ❑ 10 11 12 1 ❑ 14 15 16 * 9TH RVC'rt*o��~� OF C80' lF I I I I I I I I I I I I I I I I I O❑ QQ � EE: a (0 o 914 IE: 1E: rR o a 02 15 0 0 " F" S T R E E T M O D E S T O , C A 9 5 3 5 4 TEL. (209) 57 2-44 3 0 I I I I I I I I I FAX. (209) 5 7 2-4 4 3 6 WWW.MOZAFFARI.NET I I I I I I I I I I I I I I I I H L=6.15' H FI � L=6 FI F F4 G =14. F==f ma — — — L-6 —I — — — — — — — — — — — — F 4:mr FI FI FI FI „';; FI I I I I I I I I I I I I I I I I I FI L=27.67' N L=22' N N L=16' L=1q' N QN L=22' -L D D 1 I I I I I IL I I I I I I I I F--Lll I I I .1 L I LAll I - FI FI FI I FI FI 7 r p — — — — — — — — — — — — — — — — — — I IL j u IL J7 L=14.5' L=15.5' L=15.5' I L=11.5' L=15.5' O FI N L=15.5' FI FI N L=15.5' FI FI N N L=15.5' FI FI N FI N � FI ISI L=11.5' L=15.5' O FI FI1--F[ L-r I-Ji I L==r I FI FI FI FI rr 1111 Fl -- V �/1 QN L=1q' I L=1q' D 1 L=21' D I j�� L=1q' ODI L=26D 1 L=25.5' D I -Al Q Z (y FI FI FI FI 0 417 FI N FI FI N FI FI /N��—E- �I— FIFI FI FI FI FI QO FI FIZL FI I L761 L 8�1 LI6 I I a O I I I I I I I I I I I I I I I I D7—= Q O n^ C=3 O 0 1 2 ❑ 4 5 6 ❑ 8 10 11 12 1❑ 14 15 16 0 � �o IC)J SHEAR HALL SCHEDULE (2016 GBG) MARK 5IMP50N HOLD-DOWN NAILS END HDU P05T EACH END LENGTH ALTERNATE LL O NAILING 11) CAPAGITY(P,L.FJ FI G514 (2) 2x (15) 5d Ib" HDU2 SYMBOL TYPE SILLS ANCHOR COMMENT Z SHEAR WALL (2) ATTACHMENT BOLT5 WIND 5E15MIG F2 CM5TC16 4x (25) Ibd 20" HDU5 Q 15/32" GDX F3 CM5T14 4x (25) Ibd 30" HDU5 QN PLYWOOD IOd 0 6:6:12 20d 0 Q" O.G. 45" O.G (5) 350# 310# C, OR 0.5.13, F4 CM5T12 4x (31) Ibd 33" HDUII HOLD-DOWN POST, WALL / LINE LEGEND: Z 15/32" GDX SDS I/4x6" SEE SCHEDULE EE PLAN FOR (SWIDTH) PLYWOOD IOd 0 4:4:12 5GREW5 ® 24" O,G, (4)(5) 640# 460# F5 GM5T14 4x (2ibd5) A 30" HOU14HDU ~ D- OR OR 015.6. 10" O.G. SEE FIRST FLOOR BEARING WALL5 - ly (y HOLD-DOWN 2x6 D.F. #1 ® 16" O.G. FOOTNOTES: SCHEDULE FOR z H NON-BEARING WALLS - J STRAP a DETAILS O Q 1. 5/5" DIAMETER x 10" LONG ANCHOR BOLTS, OR 5/5" x 6" TITEN HD BOLTS. USE 3" x 3" x 1/4" SHEARWALL SOLE PLATE 2x6 D.F. #1 ® 16" O.G. PLATE WASHER N113116" WIDE x 1 3/4" LONG DIAGONALLY SLOTTED HOLE (OR 51MP50N END, SEE PLAN BP55/5-3) W/ STANDARD GUT WASHER BETWEEN PLATE WASHER AND NUT AT EACH ANGHOR x d PROVIDE SOLID SHEAR WALLS AS REQU BOLT. PLATE WASHERS ARE TO EXTEND TO WITHIN I/2" OF THE SHEARWALL SIDE OF SILL SLOT PLYWOOD p BLOCK UNDER REVISIONS BY IRED � Z PLATE. LARGER PLATE WASHERS MAY BE USED AT SILL PLATES WIDER THAN 3 1/2" TO Z POST COMPLY, to\\ r- I / INDICATES SHEAR WALL TYPE, LOCATION AND LENGTH, 2. COMMON NAILS, HANDSET, DO NOT CRUSH FACEPLY, (IE, 6:6:12 = 6" O,G. BOUNDARY, 6" O.G. — — — — — -- — — — — -- Q SEE SHEAR WALL SCHEDULE ON 5HEET54.1 FOR INFORMATION. SEE DETAIL 16/503 FOR SHEATHING EDGES, 12" O.G. INTERMEDIATE FRAMING). STAGGER. 3. REFERS TO THE SILL PLATE ATTACHMENT TO FRAMING BELOW (OR RAISED WOOD FLOOR) NO NAILS 1 0 A301 THREADED CONDITION. I ROD 51ZE TO MATCH 5. BLOCK ALL EDGES. 4, USE 3x MEMBERS AT PANEL JOINTS. STAGGER NAILING I/2" AT ALL PANEL EDGES. REQUIRED � HD INDICATES HOLD-DOWN LOCATION AND TYPE. APPLICATION 1 ON RIM SEE HOLD-DOWN SCHEDULE ON 5HEET 54.1 FOR I INFORMATION. 6, USE 3x SILL PLATES N/ 12" LONG ANCHOR BOLTS, OR 5/5" x 6 1/2" TITEN HO BOLTS, 1L EN ALONG FULL HT, o I DATE: 02-27-19 S�EARWALL w ST, SEE FLOOR JOIST/ SCHEDULE, TYP. @ BLOCKING SCALE: AS SHOWN ABOVE d BELOW STITCH NAIL (2) 2x TOP PLATES ENGINEERED BY: AM-JKE (2)2x W/ 1 Ibd ® 6" O.G. I DRAWN: EM STAGGERED SHEATHING BETWEEN 1 POSTS PER PLAN I SEE FOUNDATION SHEAR WALL JOB NO.: 18-7850 PLAN FOR HOLD SCHEDULE DOWN TO FTG. AT THE BASE 4TH FLOOR SHEAR PLAN_ SHEET NO.- SCALE:1 O.:SCALE:1 18❑1 CO" S4 ,01 PRINTED: 3/4/2019