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LL
<br /> RED ING ARGHITEGTS
<br /> 1217 J STREET,M001E5TO,GA 85354
<br /> 20g522bg00
<br /> SEAL:
<br /> QROFESSIO
<br /> MOZ4��I
<br /> W No, S 3959
<br /> Exp. 3/31/19
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<br /> TEL. (209) 57 2-4 4 3 0
<br /> I I I I I I I I I I I
<br /> FAX. (209) 5 7 2-4 4 3 6
<br /> WWW.MOZAFFARI.NET
<br /> I I I I I I I I I I I I I I I I
<br /> H L=6,15'
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<br /> L=27.67' D
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<br /> aL=22'
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<br /> L=22' OI i3ANIF-LILIULl
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<br /> F2 L=14.5' L=15.5' L=15.5' L=15.5' L=15.5' L=15.5' L=11.5' L=15,5' ^
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<br /> L=11.5' L=15.5' O
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<br /> L=6 - A
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<br /> I I I I I I I I I L 16 I Ip L=8' I Ip L 1 6 I I
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<br /> (2016 GBG) MARK 5IMP50N HOLD-DOWN NAILS END HDU HOLD-DOWN 5GHEDULE (2016 GBG) 15
<br /> SHEAR W/�LL SCHEDULE P05T EACH END LENGTH ALTERNATE Q
<br /> NAILING (I) CAPAGITY(P,L.FJ FI C514 (2) 2x (15) 8d Ib" HDU2 4 3 FASTENERS '4, 5 PAB DIMENSIONS II LL
<br /> ANCHOR ANCHOR TYPE
<br /> SYMBOL TYPE SILL (3) COMMENT MARK MODEL POST ANCHOR
<br /> SHEAR WALL (2) ATTACHMENT BOLTS WIND 5EISMIG F2 CM5TG16 4x (25) Ibd 20" HOU5 NUMBER SIZE DIAMETER 10 MINIMUM MINIMUM z
<br /> 5GREW5 BOLTS SLAB EDGE STEM WALL "de" "F" 3
<br /> 15/32" COX 5051/4x&" F3 CMST14 4x (28) Ibd 30" HDUB �A HDU2 4x b) 5D51/4"x21/2" 5/8" SSTB16 55TB24 ---- ---- Q
<br /> OQ PLYWOOD IOd ® 4:4:12 SGREW5 @ 24" O.G. f4)(5) 640# 460#
<br /> OR 0.5.8, 10" O.G. F4 GM5T12 4x (31) Ibd 33" HDUII HOLD-DOWN POST, 10
<br /> 15/32" COX SDS I/4x6" (2) 4x (2)-(28) 30" HDU14
<br /> SEE SCHEDULE ED HDUB bx 20) 5051/4"x2 1/2" ------ 1/8" 55TB28 5B 1/8 x 24
<br /> P ---- ----
<br /> QPLYWOOD 10d 0 3,3:12 SGREW5 a 20" O,G (4)(5) 840# 600# F5 GM5T14 Ibd HDU ALTERNATE, H005 (ox 20) 5051/4"x3" 1/8" 55TB28 PAB1 q.. 14 1/2,, O
<br /> b
<br /> OR 0.5.8. " O.G.
<br /> SEE FIRST FLOOR ------ �
<br /> 15/32" COX 505 1/4x6" HOLD-DOWN
<br /> 56HEDULE FOR a HDUII 8x 30) 5051/4"x2 1/2" ------ I" 551x30 PABB 12"
<br /> Q PLYWOOD IOd 0 2.2:12 SCREWS a 20" O,G (4)(5)(b) 1010# 110# STRAP ® DETAILS z ~
<br /> OR 0.5.8. b" O.G. 1 SHEARWALL I (3 Q
<br /> �G HDU14 8x 36) 5051/4"x2 1/2" ------ I" PA55 PABB 12" 18" v _J
<br /> 15/32" COX SDS I/4x6" END, SEE PLAN I = SOLE PLATE
<br /> 5Q PLYWOOD 10d 0 3,3:12 SGREW5 a 12" O.G. BO�4) ��651680# 1200#
<br /> NOTES:
<br /> OR O.S.B. 3" O.G. _ @ } PROVIDE 50L I D
<br /> SLOT PLYWOOD
<br /> 0 -1BLOCK UNDER 1, SEE IGC-ESR 4 51MP50N CATALOG FOR INSTALLATION INSTRUCTIONS 4 STUD BOLT5/NAIL5/5GREW5.
<br /> FOOTNOTES: AS REQUIRED ° Z Z P05T REVISIONS BY
<br /> w
<br /> � I 2. PROVIDE A MINIMUM OF 1 3/4" EDGE DISTANCE TO THE 5TEMWALL/FOOTING.
<br /> 1, 5/8" DIAMETER x 10" LONG ANCHOR BOLTS, OR 5/8" x b" TITEN HO BOLTS, U5E 3" x 3" x 1/4" ° — — — — — — — — -- — 3. P05T 51ZE INDICATES MINIMUM 51ZE OF DOUGLAS FIR P05T IN THE DIRECTION OF HOLD-DOWN, WIDTH OF
<br /> PLATE WASHER W/ 13/16" WIDE x 1 3/4" LONG DIAGONALLY SLOTTED HOLE (OR 51MP50N P05T TO MATCH WALL THICKNESS.
<br /> BP55/8-3) W/ STANDARD GUT WASHER BETWEEN PLATE WASHER AND NUT AT EACH ANCHOR14. ALL HARDWARE TO BE BY 5IMP50N STRONG-TIE.
<br /> BOLT. PLATE WA5HER5 ARE TO EXTEND TO WITHIN 1/2" OF THE SHEARWALL 51DE OF SILL NO NAILS ° ° A301 THREADEDII
<br /> PLATE. LARGER PLATE WASHERS MAY BE USED AT SILL PLATES WIDER THAN -31/21, TO REQUIRED ° HD APPLIICAOTIONTGH III 5. USE SSTSL MODELS AT 3x SILL PLATE CONDITIONS.
<br /> ROD 51ZE TCOMPLY, ON RIM III b. DEEPEN BOTTOM OF FOOTING FOR A LENGTH OF 12" (UNLESS OTHERWISE NOTED), AS REQUIRED TO
<br /> 2. COMMON NAILS, HAND SET, DO NOT GRU5H FACEPLY, (IE, 6:6:12 = b" O.G. BOUNDARY, (2" O.C. L IACCOMMODATE 3" FROM BOLT TO BOTTOM OF FOOTING.
<br /> EDGES, 12" O.G. INTERMEDIATE FRAMING). — —/ — — — — -- — — — — * — – 1, 4" MIN, END DISTANCE AT CORNER LOCATIONS. 8" MAX CURB HEIGHT.
<br /> 3. REFERS TO THE SILL PLATE ATTACHMENT TO FRAMING BELOW (OR RA15ED WOOD FLOOR) — — — — — — — — — — — F_ 8. WIDEN AND DEEPEN FOOTING AS REQUIRED FOR ANCHOR BOLTS,
<br /> CONDITION. EN ALONG FULL HT. I G, MIN. 8" 5TEMWALL WIDTH, FOR b" STEM WALL WIDTH, USE PAB1 PER E DATE: 02-27-19
<br /> 4, USE 3x MEMBERS AT PANEL JOINTS, STAGGER NAILING 1/2" AT ALL PANEL EDGES, POST, SEE z� z FLOOR JOIST/ 10, 5" MIN, END DISTANCE AT CORNER LOCATIONS.
<br /> 5, BLOCK ALL EDGES. SHEARWALL w J BLOCKING
<br /> b. USE 3x SILL PLATES N/ 12" LONG ANCHOR BOLTS, OR 5/8" x b 1/2" TITEN HO BOLTS. SCHEDULE, TYP. ® II. SEE DETAIL "G", SHEET 51.1 SCALE: AS SHOWN
<br /> ABOVE 4 BELOW
<br /> I (2) 2x TOP PLATES
<br /> STITCSTITCH NAIL
<br /> H
<br /> W/ I ENGINEERED BY: AM-JKE
<br /> I d ® " O.G. SHEATHING BETWEEN
<br /> DRAWN: EM
<br /> STAGGERED I
<br /> I POSTS PER PLAN d
<br /> SHEAR WALL
<br /> SEE FOUNDATION
<br /> PLAN FOR HOLD SCHEDULE JOB NO.: lx-7Sso
<br /> DOWN TO FTG. AT
<br /> THE BASE 2ND FLOOR SHEAR PLAN
<br /> SHEET NO.-
<br /> SCALE:1
<br /> O.:SCALE:118❑1 CO"
<br /> S201
<br /> PRINTED: 3/4/2019
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