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0_00 0 0 0 0 0 0 0 NOTES: 1. DESIGN PER SECTION 2209.1 OF THE 2019 CBC I:I 1), SITE CLASS D, SS = 0.744 V (� II 2. STORAGE CAPACITY: Z Z SEE DETAIL 5 FOR MORE INFO. LIVE LOAD = 50# PER LEVEL (INTERIOR) 2�j13� II LIVE LOAD = 100# PER LEVEL (BACK ROOM) 3. M = 36,000 PSI 4. ALL BO TSA 07 (UNLESS y DE 36.ESSOTHERWISE NOTED).0 ~ W I.I o 0 0 0 0 0 0 0 0 0 5. ANCHOR HILTI KWIK BOLT TZ ICC REPORT ESR-1917 & LARR-25701 OR W I.I DOUBLE SIDED UNIT APPROVED EQUAL (3/8"0 SIMPSON TITEN HD ANCHORS OK, ICC ESR-2713 Q Z I & LARR-25741) V I, 6. SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. 0 I, 7. CONCRETE 4" THICK x 2,500 PSI. CONTRACTOR TO VERIFY y Z m 8. SOIL BEARING PRESSURE 500 PSF SEE DETAIL 18/- W FOR MORE INFO. ,'' WALL 0 0 0 0 0 0 0 0 0 ATTACHMENT TO THE WALL IS a I•I I•I OPTIONAL 2 3/4" TYP. BOTH SIDES I" W I X LI I,I LI ON w I.I I,I I.I Z LI LI LI > SEE DETAIL 2 FOR � °N 0 0 0 0 0 0 0 0 o MORE INFO. 16ga. 6" 0 �+ U') I, SEE DETAIL I5/- I,I n SINGLE SIDED UNIT DENOTES TYPICAL ANCHORING LOCATIONS ° U < U) ON FOR MORE INFO. 1.1 1�� ,`� ,� U" I.I I.I I.I I 11 TOP VIEWS <0> SCALE: N.T.S. � � I.I I.I I.I m cp U-1 P. °°o BASE LEG °°°° °°°° SCALE: N.T.S. LEG LEVELER - I.I 00 I,I SEE DETAIL 18/- I.I ° °°° SEE DETAIL SA °°o° °°° SEE DETAIL I,I I., FOR MORE INFO. I,I 0 0° °° FOR MORE INFO. 0 0° ° SA FOR NOTE: I,I I,I I.I ° MORE INFO. 1. IF ANCHOR 15 WITHIN 4" OF SLAB I I.1 I.1 CONTROL JOINT ( I/8" WIDE 5AWGUT x I" DEEP MAX.) USE 65/- ANCHOR. 2 3/4" °°° 2. IF ANCHOR 15 WITHIN 4" OF SLAB ° ° ° ° EDGE OR CONSTRUCTION JOINT USE °° °°°° °°°° °°°° 6B/- ANCHOR. ANCHORS ARE NOT °° ° °°°° ° ALLOWED WITHIN 2 1/2" OF SLAB w I.I SEE DETAIL 20/- I EDGE OR CONSTRUCTION JOINT. SEE DETAIL 546A FOR I.I � FOR MORE INFO. I.I CONTACT THE ENG 1 NEER IF TH 15 STRAP 8 ANCHOR INFO. SEE O I, I, — ——— CONDITION EXISTS NOTE 14 2 MORE INFO. Ibga. I I, I, I I °°o a SEE DETAIL 41 FOR °°000 5EE DETAIL q FOR 1.11 SEE DETAIL IS/- I o o° MORE INFO. . 0° MORE INFO. UP RIGHT ASSEMBLY DETAILS FOR DOUBLE SIDED UNIT BASE TUBE FOR MORE I I I °° SEE DETAIL °° SEE DETAIL 7 2 0 MORE INF SEE DETAIL SB MORE INF SEE DETAIL 8B 50ALE: N.T.5. SCALE: N.T.5. 2- FOR FOR MORE INFO. FOR MORE INFO. III C) SEE DETAIL 5 FOR ''I ''I 5EE DETAIL 14/- MORE INFO. 2 5/4 I.I I,I I FOR MORE INFO. SEE IOB 14111. 14.. FOR MORE 48 °°°° 48" °°°° ' >, LIINFO. a^ °° o°o Ilga. � I ----- LI o°o °°°° o %�%� %;� %�%' ( 'I I SEE IOB 0°° ° SEE DETAIL 2 FOR °°°° °° ° SEE DETAIL 2 FOR °°° °°° i�i��i °°° �ii� i ��,,�i , a) FOR MORE MORE INFO. MORE INFO. %�% ° ° % % % °°°° 3/4" I •� INFO. SEE DETAIL. IS/- FOR MORE INFO. 0.*0. °°°° % °o°° 16 DETAIL — BACKROOM STORAGE SHELF °°° °°° SCALE: N.T.S. I SEE DETAIL I SEE DETAIL 5,&A,7 o MORE NFO R 0 \ FOR MORE INFO. 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 O O � A SEE DETAI R � SEE DETAI R --------------------------------------------- \� I MORE IN � I MO'A 'N SHELF SIDE VIEW SEE DETAIL 8 FOR SEE DETAIL SCALE: N.T.S. ------------------------- MORE INFO. 8 FOR MORE UPRIGHT ---°---`----'---`---°----'---°---°----'---°-- INFO. I6 3 TOP VIEW SCALE: N.T.S. � °° SEE SEE DETAIL 4 FOR _ 5/4" DETAIL MORE INFO. m 15/16" 1 1/4" 4 FOR 21/52 56 4 4511II II II 21/32 MORE SEE DETAIL 4 FOR SEE DETAIL 4 FOR rq INFO. MORE INFO. MORE INFO. II/I6" 13 a II II g mu II mnl 1/16" RAD. TYP. 16 GAGE GALVANIZED STEEL SIDE VIEW — SINGLESIDED UNIT SIDE VIEW — DOUBLE SIDED UNIT ,IIII _..,SII 'Ilk g ARM ARCHITECTS, INC. 17 DETAIL --UPRIGHT 12 GENERAL CONFIGURATION SCALE° N.T.S. scALE: N.T.5. SCALE: N.T.5. 17710 Detroit Avenue DASHED PORTION IS FOR THE Lakewood, Ohio 44107 16 GAGE GALVANIZED STEEL 56" a 48" 51N6LE 51DF-D UNIT ONLY (DOUBLE SEE DETAIL 5 FOR MORE INFO. Phone (216) 521-5134 SIDED UNIT 15 6TALL) Fax (216) 521-4824 5 3/4 22ga www.adaarchitects.cc r1- - - - - - - - - - - - - - � ---------------------------- 5 1/6" REF. I I I ??,OFESS/O C - - - - - - - - - - - - - I I W z I'-4" 1'-4" 1 tY R. _ O v TYP. BOTH SIDESKICK PLAT W c r^ - 1/2" REF. 1/52 RAD TYP. z _--------------------------_-- I /I6" I I I I _ No. 27 f 3/4" TYP. I I I I SCALE: N.T.5. PIECE .2ED) 500 5LO75 IS/I6 Q/I6 %P R �. SEE DETAIL 2 FOR 1 1/16" CT�RP MORE I NFO. P 1DETAIL — STRETCHER PE6 BOARD SIGNED 01/14/20 8 EXP. 12/31/20 SCALE: N.T.S. - - 20ga. .43'7 DIA. PIERCE THRU I U C 2 PLACES o o oI I/4" '111,60 10 5/8" Cfl 1 1/4" REF. TYP. - - O �r O O LEG LEVELER ° 1 1/I6" O � I �/I6" OCD SEE DETAIL 546A FOR STRAP LL I6 GAGE GALVANIZED STEEL ANCHOR INFO. SEE MORE NFO ° 5 ANCHOR BRACKET co SCALE: N.T.5. 00 SEE DETAIL 6A FOR MORE INFO. n n N 2 1/8" MIN. EMBED D O � %0 5 5/4" 5 5/4" J W �� W 'a NOTE: W � SINGLE SIDED UNIT FRONT VIEW DOUBLE SIDED UNIT SIDE VIEW - SINGLE SIDED UNIT SIDE VIEW - DOUBLE SIDED UNIT I. IF ANCHOR 15 WITHIN 4" OF SLAB CONTROL JOINT ( I/8" WIDE 5AW0UT o (DIMENSIONS) (DIMENSIONS) x I" DEEP MAX.) USE 65/- ANCHOR. m I u L � L0 � 19 DETAIL — HOLD DOWN STRAP 13 STORAGE FIXTURE ELEVATIONS 2. IF ANCHOR 15 WITHIN 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE 6B/- n n�n w v SCALE: N.T.5. SCALE: N.T.5. ANCHOR. ANCHORS ARE NOT ALLOWED WITHIN 2 I/2 OF SLAB EDGE OR SEE NOTES ABOVE FOR MORE ANCHOR INFO. u LI CONSTRUCTION JOINT. CONTACT THE ENG I NEER IF THIS CONDITION EXISTS 05 0 p ab" RA ANCHOR J C UP RIGHT ASSEMBLY DETAILS FOR SINGLE SIDED UNIT ?3 SEE DETAIL 17/- 46 I/2 10A SCALE: N.T.S. � Q � �i FOR MORE INFO. SCALE: N.T.S. N w N 1/2 5 1/8" MIN. EMBED J Q J GALVANIZED STEEL 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ � I6 GAGE SEE 0 0 0 e e e SEE DETAILS IQ � 6A FOR J 0 0 0 5EE DETAILS I�I $ &A FOR STRAP 8 ANCHOR I NFO. J w W STRAP 4 ANCHOR INFO. SEE NOTE 14 2 MORE INFO. Q 0 0 \ ° 0 0 0 SEE NOTE 14 2 MORE INFO. SEE DETAIL 18/- \ — 1 SEE DETAIL 17/- z = DETRMINED AT RIVET (I REQ.) FOR MORE �� 1 FOR MORE INFO. m � � # F I NAL ASSEMBLY PER MFG INFO• NOTE: ALL 0 INSIDE FACE O cc i X PARTICLE BOARD WELD5 MU57 BE o , o ° o ° _ U `N GLEAN OF SEE NOTES ABOVE FOR MORE ANCHOR INFO. SPLATTER AND 0 0 N C)O SIDUE ALL 0 GR055 BRACE (2)1WELDS TO BE #12 TEK SCREWS #12 TEK SCREWS 66 ANCHOR O�jr1• REQU I RED 4-PLG5. EVER SCALE: N.T.S. � � cm TOUGHED UP WITH PAINT STRETCHER � Oct #IOxI/2" PAN 5/4 �0 cu HEAD SCREW TYP. 1 0 0 0 0 0 0 SEE DETAIL IS/- TOP VIEW FOR MORE INFO. NOTE: sheet I. IF ANCHOR 15 WITHIN 4" OF SLAB CONTROL JOINT ( 1/8" WIDE 5AWGUT x I" DEEP MAX) USE 6B/- ANCHOR. 20 DETAIL — SHELF ASSEMBLY 15 DETAIL — CROSS BRACE ASSEMBLY 14 DETAIL — SPACE FRAME 2. IF ANCHOR 15 WITHIN 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE 6B/- ANCHOR. ANCHORS ARE NOT ALLOWED WITHIN 2 1/2" OF SLAB EDGE OR SA2 .1 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. CONSTRUCTION JOINT. CONTACT THE ENG I NEER IF THIS CONDITION EXISTS. 10B DETAIL SCALE: N.T.S.