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TOP PANEL RETAINER NOTES: <br /> 1. DESIGNED PER SECTION 1613 OF THE 2019 CBC. CID <br /> ` Fa = 1.32 &Ss = 0.605 to <br /> PEG BOARD PANELS <br /> 1 SEISMIC DESIGN CATEGORY: D r W <br /> 1, 2. STORAGE CAPACITY: 200# PER SHELF. Z) O <br /> 2 3/4" 3. ASTM A1011 FOR GONDOLA SHAPE Fy = 36,000 PSI GRADE 36. J W cc i <br /> TYP. 1„�\ 8 4.ALL BOLTS: A307(UNLESS OTHERWISE NOTED). Q Q rn <br /> 1/8" 2 3/4" BOTH 5.ANCHORS: DEWALT SCREW BOLT+, ICC #ESR-3889. } Q <br /> SIDES 11 GA. 3 4., 1 : ` 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING Lu Cc U <br /> 2 16 A. ANCHOR INSTALLATION. Z W Z <br /> 6 4 - 7. CONCRETE: 4"THICK x 2,500 PSI. W U OJ <br /> 1" <br /> 8. SOIL BEARING PRESSURE: 1,000 PSF. (� Q <br /> o 2 3/4" „ U <br /> 5 : � W <br /> 0 16 GA. 1 Q <br /> 3 3/8" V-A ' 2 J T <br /> O <br /> BASE CHANNEL 3 7 w <br /> O I o <br /> LEVELING LEG BOLT <br /> DOUBLE SIDED SHOWN <br /> 22 GA. KICK PLATES <br /> DOUBLE SIDED SHOWN <br /> - GONDOLA UPRIGHT ASSEMBLY DETAIL 1 COLUMN 2 BASE TUBE 13-11 BASE LEG GENERAL CONFIGURATION <br /> 1411& 2" <br /> 5/16" 14" &22' o o <br /> 30"&48" ' <br /> PLAN VIEW (DOUBLE SIDED) EXISTING 1 3 16" NOM. <br /> 0 0 <br /> WALL / <br /> --------------------------- <br /> --------------------------- ---- <br /> 20 GA. <br /> 22 GA PLAN VIEW (SINGLE SIDED) <br /> STRAP *- DENOTES ANCHORING LOCATION 8 0 <br /> 1/211 0 14' & 2" <br /> 0 0 <br /> r1o 0 0 0 ' <br /> 2 30„ &48„ <br /> I I <br /> I 3 NOM. <br /> 7/16” O <br /> HOLE o �J 3/8"0 ANCHOR � � � � a a a a a <br /> SLAB ON GRADE i I 2 1/2" NOMINAL EMBED. <br /> I I 3"x 13 GA. <br /> �1 1/2" a 3 3/4”x 13 GA %'%'%' 20 GA. <br /> a ° d a 4 3/4"x 12 GA. <br /> V d d <br /> a e <br /> C 7 <br /> �o <br /> ASTM A653 TYPE B, Fy = 55 KSI ° ° ° a ° <br /> O <br /> , d° d0 <br /> SOIL =1 I I = z <br /> 8 SHELF 0 <br /> 4 ANCHORAGE STRAP 5 ANCHOR 6 SHELF BRACKET 7 BASE DECK C) <br /> w <br /> 0 <br /> co <br /> w <br /> Q <br /> PEG BOARD <br /> 30" &48" 14"&22" 14" &22" 14"&22" <br /> a a a a <br /> SEIZMIC <br /> 28 1/2" EST. 1985 <br /> SEIZMIC <br /> ENGINEERING, INC. <br /> 1130 E. Cypress St. <br /> Covina, California <br /> 91724 <br /> Tel.(909)869-0989 <br /> DRAWN BY: B.G./A.N. <br /> DATE: 07/13/20 <br /> LAST REV.BY: <br /> 7311 <br /> REV.DATE: <br /> TYPE: LOZ. <br /> 2 ' 2 ' 2 ' <br /> SCALE: N.T.S. <br /> APRV'D BY: SALE.FATEEN <br /> Digitally signed <br /> by Sal Fateen <br /> Date: <br /> 2020.07.17 <br /> 08:20:34-0700' <br /> 2 " 2 „ 2 „ <br /> O 0,0FESS/p/y <br /> �QF E. FATFF�F,L <br /> CO CD <br /> c� <br /> w <br /> 0. 6 <br /> 5 1/2" O O 5 1/2" O O 5 1/2" <br /> �- OF <br /> 20" &26' 30"&48"� � <br /> EXPIRES <br /> 12-31-2021 <br /> FRONT VIEW SIDE VIEW SIDE VIEW <br /> (SINGLE) (DOUBLE) DESCRIPTION: <br /> GONDOLA <br /> DETAILS <br /> DRAWING NUMBER: <br /> GONDOLA ELEVATIONS 20-1630—A <br />