WORK PLANS - Laserfiche WebLink

Home Browse Search

LL RED ING ARGHITEGTS 1217 J STREET,M001E5TO,GA g535a 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 IE P1,9 (M I a 1E: IE: a o a 02 1 5 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) 5 7 2-4 4 3 0 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 F4 F4 L=6 F4 F4 F4 L_6, F4 Q F4 FI F2 I I I I I I LJ F2 L=27.67' O L=22' O L=16' D I L=22 N Ll I I flirl F I F2 F2 I 11F2 F3 p — — — — — — — — — — — — L — — — — — A TT L=14.5' L=15.5' L=15.5' I I L=11.5' L=15.5' I O FI O L=15.5' FI FI O L=15.5' FI FI O O L=15.5' FI FI O � FI O A L=11.5' L=15.5' O C — — — — — — — — - 3. — — — — — I — — — — — — — — C F2 F2Fl ILI I F3 F4 F3 F2 t•-�I 1--Fl ]Lf I J1 L—r QO L=1q' L=Iq' O L=21' P L=1q' P L=26' P L=25.5' O I I I D I I D I I D I I D I I D I I I I z ci F2 F2 F4 O 111101011-1.'s F3 v F3 P F3 F3 P F3 F3 P F3 F3 F3 F3 F2 F3ZFF3 F3 zL F3 F3 F3 I I L761 L 8�1 LI6 I 0 O 0 ly C� O n^ o O 1 2 4 5 6 ❑ 8 10 11 12 1❑ 14 15 16 0 � �o SHEAR NALL SCHEDULE (201(b GBG) MARK 51MP50N HOLD-DOWN NAILS END HDU POST EACH END LENGTH ALTERNATE LL O NAILING CAPACITY(PL.FJ FI 6514 (2) 2x (15) 5d Ib" HDU2 SYMBOL TYPE ANCHOR Z SHEAR WALL (2) ATTACHMENT BOLT5 COMMENT WIND SEISMIC F2 GM5TC16 4x (25) Ibd 20" HDU5 3 15/32" GDX F3 CMST14 4x (25) Ibd 30" HDU5 QN PLYWOOD IOd ® 6:6:12 20d ® q" O.G. 48" O.G. (5) 350# 310# C, OR O,S,B. F4 CMST12 4x (37) Ibd 33" HDUII HOLD-DOWN POST, zz SEE 5GHEOULE 5/32" COX 5D5 I/4x64x" (2J (2)-(25) Q PLYWOOD IOd ® 4:4 1 :12 5GREW5 0 24" O.G. la)(5) 640# 460# F5 CM5T14 Ibd 30" HDUI4 v O HDU ALTERNATE, OR O.S.B. 10" O.G. SEE FIRST FLOOR 5/32" COX 5051/4x&" A PLYHOOD 10d @ 3:3zI2 5CREHOLD-DOWN = WS @ 20" O.C. (a)(5) 840# 6SCHEDULE FOR z00# STRAP ® I DETAILS J OR O.S.B. b' O.G. 5HEARWALL 15/32" GDX 505 1/4x6" END, SEE PLAN SOLE PLATE QQ PLYWOOD IOd ® 2:2:12 SCREWS ! 20" O.C. (a)(5)(6) 1070# 110# OR O.S.B. b' O'C, ° 9 d x F} PROVIDE SOLID SLOT PLYWOOD BLOCK UNDER REVISIONS BY AS REQUIRED ° I z FOOTNOTES: W z P05T � g II I 1, 5/8" DIAMETER x 10" LONG ANCHOR BOLTS, OR 5/5" x 6" TITEN HO BOLTS. USE 3" x 3" x 1/4" ° — — — — — — — -- — PLATE WASHER W/ 13/16" WIDE x 1 3/4" LONG DIAGONALLY SLOTTED HOLE (OR 51MP50N —7� \ " \ " \ " \ \ \ \ \ \ \ v BP55/8-3) W/ STANDARD GUT WASHER BETWEEN PLATE WASHER AND NUT AT EACH ANCHOR I I I ° ° I A301 THREADED I BOLT, PLATE WASHERS ARE TO EXTEND TO WITHIN 1/2" OF THE 5HEARWALL 51DE OF SILL NO NAILS II REQUIRED ° I ROD SIZE TO MATCH I I PLATE, LARGER PLATE WASHERS MAY BE USED AT SILL PLATES WIDER THAN 3 1/2" TO HO APPLICATION II COMPLY, ON RIM , I III I 2. COMMON NAILS, HAND SET, DO NOT GRU5H FAGEPLY, (IE. 6:6:12 = b" O.G. BOUNDARY, 6" O.G. _ _ _ _ _ _ — L E06E5, 12" O.G. INTERMEDIATE FRAMIN(5). — — — — — — — — — 3. REFERS TO THE SILL PLATE ATTACHMENT TO FRAMING BELOW (OR RA15ED WOOD FLOOR) — — — — — — — — — — — — F- CONDITION, EN ALONG FULL HT, ° H II DATE: 02-27-19 4, USE 3x MEMBERS AT PANEL JOINTS. STAGGER NAILING 1/2" AT ALL PANEL E06E5. POST, SEE z FLOOR JOIST/ 5. BLOCK ALL EDGE5. 5HEARWALL ° W SCHEDULE, TYP, ® BLOCKING SCALE: AS SHOWN 6. USE 3x SILL PLATES W/ 12" LONG ANCHOR BOLTS, OR 5/8" x 6 I/2" TITEN HD BOLTS. ABOVE d BELOW � STITCH NAIL I (2) 2x TOP PLATES ENGINEERED BY: AM-JKE (2)2x W/ Ibd @ 6" O.G. DRAWN: EM STAGGERED SHEATHING BETWEEN POSTS PER PLAN 8 SHEAR WALL JOB NO.: 18-7850 SEE FOUNDATION PLAN FOR HOLD SCHEDULE DOWN TOFT6. AT THE BASE 3RD FLOOR SHEAR PLAN_ SHEET NO.- SCALE:1 O.:SCALE:1 18❑1 CO" S3 ,01 PRINTED: 3/4/2019