WORK PLANS - Laserfiche WebLink

Home Browse Search

LL RED ING ARCHITECTS 1217 J STREET,MOOIE5TO,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 OF CAllF I I I I I I I I I I I I I I I IE a (0 o a IE: 1E FR 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 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=8.5' H H — — — — — — — — — G G ru i L 12. :"14. - I - - - i L_-T i - - - H - - - - - - - - F F HSS 4x4x1/4" � SS 4x4x1/4" G H H LF--L H554x4x1/4" 0 D F I I I I I I I I I I I I I I I I I H L=2,.6,' D u WA Q L=22' L=22' ODI 7[l I I II I J�T L J�TI p F Fil><A B G E E H NF- — o — — Li A I I I I I L=12' �67 A L=12.33' L=5' Q L=11,5' Q L G HS54x4x I/4" H554x4x 1/4" Q � L=27.2 � L=15.5' O C — — — — — — — — — — — — — — — — — — — — — C G E E F E H5x4x Hss5x5x3 8" I 54V4" r Fl ]:L==r L=21' WD o L=25.5' P L=26' S Q Z H554x4x1/4" O LL H554x4x1/4" G 5 G G A E L=1 � E — — — — — — — — L — — — — — — — — A QQ- C7G H H G I I LI6 L S LI6 I I 0 O O n^ C= O 1 2 C 0 �o SHEAR WALL SCHEDULE (2016 GB (2016 GBG)G) HOLD-DOWN SCHEDULE o NAILING lIJ CAPAGITY(P.L.Fj 4 3 FASTENERS '4, 5 PAB DIMENSIONS II SYMBOL TYPE ANCHOR ANCHOR TYPE SHEAR WALL (2) SILL l3) COMMENT BOLTS WIND 5E15MIG MARK MODEL POST ANCHOR 1 10 MINIMUM MINIMUM Z ATTACHMENT NUMBER SIZE DIAMETER SCREWS BOLTS SLAB EDGE STEM WALL "de" "F" Q 15/32" COX SDS I/4x6" �A HDU2 4x b) 505I/4"x2 1/2" 5/8" 55TB16 5STB24 ---- ---- Q QO PLYWOOD IOd 0 4.,4:12 SCREWS ® 24" O,C, (4)(5) 640# 460# OR 015.8. 10" O.G. z �B HDU4 4x 10) 5051/4"x2 1/2" ------ 5/8" 55TB20 5B 5/5 x 24 ---- ---- WALL / LINE LEGEND: (3 15/32" COX 505 1/4xb" (SEE PLAN FOR WIDTH) — Q PLYWOOD IOd 0 3:3:12 SCREWS ® 20" O.G (4)(5) 840# 600# ~ D- OR O.S.B. b" O.C. HDU5 4x 14) 5051/4"x2 1/2" ------ 5/8" 5STB24 B 5/8 x 24 ---- Q O BEARING WALLS - ly 15/32" COX 505 1/4xb" 0HDU5 bx 20) 5D51/4"x2 1/2" I/5" 55TB25 5131/5 x .2410 204 ---- ---- 2xb D.F. O.G. #1 0 Ib" � (yQ PLYWOOD IOd ® 2:2:12 SCREWS ® 20" O.G l4l(5)(b) 101 l 0# 10# ------A PLYHOOD IOz 1-- OR O.S.B. b" O.C. O Q E� HDQB bx 20) SDSI/4"x3" ------ I/8" 55TB25 PABI q" 14 1/2" NON-BEARING WALLS - v J 15/32" COX 505 1/4xb" 2xb D.F. #1 0 Ib" O.G. GREW5 ® W, O.G. BOTH SIDES 1280# Q20# l4)f5)(b) ElHDUII sx ) SDSI/4"x2 I/2" ------ I" SBIx30 PARS 12" 15" OR O.S.B. 4" O.G. ISHEAR WALLS 15/32" COX 5D5 1/4x6" BOTH 51DE5 EG HOU14 8x 36) 5051/4"x2 1/2" ------ 1.. PABB PABB 12" 18" REVISIONS BY A PLYWOOD 10d 0 3:3:12 SCREWS ® 12" O.G. (4J l5J(bl 1680# 1200# OR 0.5.6, 3110.6. EH HOIG ax ------ (5) 1"0 1 1/4" PABIO PABIO 15" 24" X INDICATES SHEAR WALL TYPE, LOCATION AND LENGTH, SDs 1/4xb" SEE SHEAR WALL SCHEDULE ON SHEET 51,1 FOR Q 15/32" STRUGT. I IOd 0 2:2:12 5CREW5 a q" O.G. BOTH 51DE52430# 1140# NOTES: INFORMATION, SEE DETAIL 16/503 FOR SHEATHING PLYWOOD 2" 0,C, l4J f5J STAGGER, I, SEE ICG-ESR 151MP50N CATALOG FOR INSTALLATION INSTRUCTIONS 4 STUD B0LT5/NAIL5/5CREW5. _ FOOTNOTES, 2, PROVIDE A MINIMUM OF 1 3/4" EDGE DISTANCE 7O THE 5TEMWALL/FOOTING. / INDICATES HOLD-DOWN LOCATION AND TYPE. 3. P05T SIZE INDICATES MINIMUM 51ZE OF DOUGLAS FIR P05T IN THE DIRECTION OF HOLD-DOWN. WIDTH OF SLAB AS OGGURS X SEE HOLD-DOWN SCHEDULE ON SHEET 51,1 FOR 1. 5/8" DIAMETER x 10" LONG ANCHOR BOLT5, OR 5/8" x b" TITEN HD BOLTS. U5E 3" x 3" x 1/4" INFORMATION. PLATE WASHER H113116" WIDE x 1 3/4" LONG DIAGONALLY SLOTTED HOLE (OR 51MP50N P05T TO MATCH WALL THICKNESS, z STEM WALL BP55/8-3) W/ STANDARD GUT WASHER BETWEEN PLATE WASHER AND NUT AT EACH ANCHOR 4. ALL HARDWARE TO BE BY 51MP50N STRONG-TIE. 01 F MIN, BOLT. PLATE WASHERS ARE TO EXTEND TO WITHIN 1/2" OF THE 5HEARWALL 51DE OF SILL 5. USE 55TBL MODELS AT 3x SILL PLATE CONDITIONS. FOOTING PLATE. LARGER PLATE WASHERS MAY BE USED AT SILL PLATES WIDER THAN 3 1/2" TO b. DEEPEN BOTTOM OF FOOTING FOR A LENGTH OF 12" (UNLESS OTHERWI5E NOTED), AS REQUIRED TO PAB ANCHOR DATE: 02-27-19 COMPLY, 2. COMMON NAILS, HAND SET, DO NOT CRUSH FACEPLY, (IE. 6:6:12 = b" O.G. BOUNDARY, b" O.G. ACCOMMODATE 3" FROM BOLT TO BOTTOM OF FOOTING. SCALE: AS SHOWN EDGE5, 12" O.G. INTERMEDIATE FRAMING). 1. 4" MIN. END DISTANCE AT CORNER LOCATIONS. 8" MAX CURB HEIGHT, - 3. REFERS TO THE SILL PLATE ATTACHMENT TO FRAMING BELOW (OR RAISED WOOD FLOOR) 8. WIDEN AND DEEPEN FOOTING AS REQUIRED FOR ANCHOR BOLTS. lh v ENGINEERED BY: AM-JKE CONDITION, G, MIN, 5" 5TEMWALL WIDTH, FOR b" STEM WALL WIDTH, USE PARI PER E 2 f MIN. WIDTH X 4, USE 3x MEMBERS AT PANEL JOINTS. STAGGER NAILING 1/2" AT ALL PANEL EDGE5. 10. 5" MIN. END DISTANCE AT CORNER LOCATIONS. DRAWN: EM 5. BLOCK ALL EDGE5. (2 F MIN. LENGTH) b. USE 3x SILL PLATES W/ 12" LONG ANCHOR BOLTS, OR 5/5" x 6 1/2" T17EN HD BOLTS, 11, SEE DETAIL "C", SHEET 51,1 G PAB ANCHOR JOB NO.: 18-7850 NTS 1 ST FLOOR SHEAR PLAN SHEET NO.- SCALE:1 O.:SCALE:1 18❑1 CO" slel PRINTED: 3/4/2019