WORK PLANS - Laserfiche WebLink

Home Browse Search

00 ° ° ° ° ° ° ° NOTES: 1. DESIGN PER SECTION 2209.1 OF THE 2019 CBC 1.1. SITE CLASS D, Ss = 0.744 I.I 2. STORAGE CAPACITY: LIVE LOAD = 50 lbs PER LEVEL (INTERIOR) � Z 25 LIVE LOAD 100 lbs PER LEVEL (BACK ROOM) y 6c� p 'p 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. W W p I 36„ 4. ALL BOLTS A307 (UNLESS OTHERWISE NOTED). p I 00 0L.110 0L.110 00 ° 04g„ 5. ANCHOR HILTI KWIK BOLT TZ ICC ESR-1917 & LARR-25701 a W Ij n DOUBLE SIDED UNIT OR APPROVED EQUAL. (%"0 SIMPSON TITEN HD ANCHORS OK, Z Ij ICC ESR-2713 & LARR-25741) U Ij 6. SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. 0 Ij 7. CONCRETE 4" THICK x 2,500 PSI. N p° p 8. CONTRACTOR TO VERIFY SOIL BEARING PRESSURE 500 PSF U) Z "' SEE DETAIL IS/- 0 0 0 0 0 0 0 0 0 0 W FOR MORE INFO. °'0 ATTACHMENT TO THE WALL IS 3 a I Ij WALL OPTIONAL /4 1 7 pjs W x I.I • Ij Ij LI 'I.I Ij Z ¢ o LI Ij Ij 2290 0 > �°� LI LI 1 g o N N °.I IU °p o 0 0 0 0 0 0 0 o O � F SEE DETAIL I5/- LI SINGLE SIDED UNIT DENOTES TYPICAL ANCHORING LOCATIONS KICK PLATE U " I I Ij FOR MORE INFO. Ij 5 Q a U *_ I,I I p Ij I Ij .I NOTE: LI I I LI 11 TOP VIEWS o x SCALE: N.T.S. I. IF ANCHOR 15 WITHIN 4 OF SLAB CONTROL JOINT ( 1/8 AIDE 5AWGUT x I DEEP MAX.) USE 7/- ANCHOR. � I" TMP m U7 m U� � Ij +Ij 2. IF ANCHOR 15 WITHIN 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE 7/- ANCHOR. ANCHORS ARE NOT ALLOWED �j p I WITHIN 2 1/2" OF SLAB EDGE OR CONSTRUCTION JOINT. CONTACT THE ENGINEER IF TH15 CONDITION EXISTS IS GA. , - I.I Ij Ij pq I.I Ij I.I � Ij ° I.I I.I I.I m 2 1/8" MIN. EMBED - I.I SEE DETAIL IS/- Ij m ° ID I I I p FOR MORE INFO. ° I.I Ij Ij m ° o,i .i.0 o.0 m o SEE DETAIL SA m ° ID FOR MORE INFO. Ij� I'0 SEE NOTES ABOVE FOR MORE ANCHOR INFO. I.I Ij Ij o m SEE DETAIL SA ° W FOR MORE INFO. ANCHOR a I.I Ij SEE DETAIL 20/- Ij m _ __ m = _ SEE DETAIL I FOR I.I Ij FOR MORE INFO. Ij m _ MORE INFO. SCALE: N.T.S. I I p /— ——— o m > _ _ SEE DETAIL q FOR I.1 Ij Ij m ° _ m MORE I NFO. m I.I Ij SEE DETAIL IS/- m I I I I.I I °� _=_____ _- m _ _" __ 3 1/6" MIN. EMBED I I FOR MORE p _ _ _ _ _ _ __ I 3/16" THICK Q I.I Ij I p __ ____ m me SEE DETAIL I FOR 6 _ __ m c`n I.I Ij ----- — m °°°° __ ______= m MORE INFO. m _-_ � I.I I,I SEE DETAIL q SEE DETAIL 14/- Ij __- 0,� * .� FOR MORE INFO. SEE IO/- FOR MORE m __ _ __ = _ Ij FOR MORE >, I ----- INFO. I I Ij I SEE 10/- SEE DETAIL I I I � I I I �O.MORE FOR MORE SEE DETAIL} IS/- I.I c _ m m m _ _ _ !:.z0 FOR MORE q=O. •I I m SEE DETAIL SB = ID ANCHOR N L a a a a a —————— m m FOR MORE INFO. s' ___- ° m 7 LEVELING LE 11 GA. E N M DETAIL — BACKROOM STORAGE SHELF m ____ _ _____=__ SEE DETAIL SB 3/8"� BOLT 16 _ __ ___ - m SCALE: N.T.S. m FOR MORE INFO. SCALE: N.T.S. C\l L0 ZZ- SEE DETAIL 3/- o FOR MORE INFO. 0 0 0 0 0 0 0 0 SIDE VIEW I I ---- - C3 \ --==-== -- 20 a. UPRIGHT -o----o---o- \-- -----/ - 9 1 Q -------------------------------- - \ SCALE: N.T.S. > TOP VIEW SEE DETAILS 2 4 5 A -I 6A. PIN I I/2" SEE DETAILS FOR MORE INFO. /6„ 2 5 FOR SIDE VIEW - SINGLE SIDED UNIT SIDE VIEW - DOUBLE SIDED UNIT 4�„ _ _ 21/32 MORE INFO. 1/16" RAD. TYP. / 16 GAGE GALVANIZED STEEL _ _ =-- ,SII _....d II�► _ -- - - - - ARCHITECTS, INC. 17 DETAIL --UPRIGHT GENERAL CONFIGURATION 20ga. 12 ,�1 Q 17710 Detroit Avenue SCALE: N.T.S. 50ALE: N.T.5. Lakewood, Ohio 44107 16 GAGE GALVANIZED STEEL DASHED PORTION IS FOR THE SINGLE SIDED UNIT ONLY (DOUBLE Phone 521-5134 SIDED UNIT 15 &' TALL) 8 SHELF '4 Y2" Fax adaa 521-4824 SCALE: N.T.S. www.adaarchitects.cc ---------------------------- 31/6" REF. 36" # 48" I6" O rl- - - - - - - - - - - - - - -17/ 1I-4 I_4 r IS GA. ��lo eREYER./ F'L 1/32 RAD TYP. w II GA. - f 1/2" REF. _ I I I I a J _ - 11/4" w 0 o N 13/16" f 3/4" TYP. I q/I6" I I I I ~ m 1 SEE DETAIL 4/- No. 27 r II/16" BASE CONNECTOR FOR MORE INFO. a PIERCE .250x.500 SLOTS IS/I6 q/I6 13ga. PLATE (4 REQUIRED) PE6 BOARD � BASE BRACKET �� - - g ARM 2 SCALE: N.T.5. SIGNED 01/14/20 18 DETAIL — STRETCHER SCALE: N.T.S. EXP. 12/31/20 SCALE: N.T.S. 437 DIA. PIERCE THRU SEE DETAILS Iq 4 I FOR ' 1 1 SEE DETAILS Iq 4 6 FOR STRAP 4 ANCHOR INFO. �� I I/2" � 2 PLACES = _ _ = STRAP 4 ANCHOR INFO. SEE NOTE 18 2 MORE INFO. L SEE NOTE 142 MORE INFO.ID 1 a 1 I/4" Q Q 1.. SEE DETAIL 1-7/- '' '' � FOR MORE INFO. I I/4" REF. TYP.C11165/8 INSIDE FAGS \ o o 12 GA. THK. o 0 7/16" #12 TEK SCREWS #12 TEK SCREWS 7/16"� HOLES O 0 I& GAGE GALVANIZED STEEL 00 CID SEE DETAIL IS/- SEE DETAIL 6 - ry ry n FOR MORE INFO. TOP VIEW 3 ANCHOR PLATE (UPRIGHT) FOR MORE INFO. -----, 50ALE: N.T.5. 0 NOTE: �k 5 3/4" 5 3/4° I. IF ANCHOR 15 WITHIN 4" OF SLAB CONTROL JOINT ( I/8" WIDE 5AWGUT J " DEEP MAX.) USE -7/- ANCHOR. 3 SINGLE SIDED UNIT FRONT VIEW DOUBLE SIDED UNIT SIDE VIEW - SINGLE SIDED UNIT SIDE VIEW - DOUBLE SIDED UNIT 2. F 1ANCHOR 15 WITH N 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE '7/- W o (DIMENSIONS) (DIMENSIONS) ANCHOR. ANCHORS ARE NOT ALLOWED WITHIN 2 I/2" OF SLAB EDGE OR /4.. I I/2" LO CONSTRUCTION JOINT. CONTACT THE ENGINEER IF THIS CONDITION EXISTS. a' DETAIL — HOLD DOWN STRAP STORAGE FIXTURE ELEVATIONS 3 3/4" x/16 �` 0 w J 1 SCALE: N.T.S. SCALE: N.T.S. = z 10 DETAIL 'X -j _ 12 GA. THK. � J U � 1011 50ALE: N.T.S. q/I6 J O m '23 SEE DETAIL 1-7/- 46 1/2" Q FOR MORE INFO. I/2„ 7/16"� HOLES ¢ z O J Q 16 GAGE GALVANIZED STEEL o o e o o J Q ° o ° o ° \ °° o o °° 4 ANCHOR PLATE (BASE FRONT) a z Q o \ SCALE: N.T.5. O 2 W SEE DETAIL IS/- / -- \ J DETRMINED AT RIVET (I REQ.) FOR MORE \ N x 3/4" THK. 45# DENSITY FINAL ASSEMBLY OO PER MFG NOTE: ALL / U co U- PARTICLE BOARD WELDS MUST BE o , o o 0 o - CLEAN OF o OO SPLATTER AND \ 0 0RESIDUE ALL N GROSS BRACE (2) WELDS TO BE O00 ,yojt� REQUIRED TOUGHED UP _ 4-PEG5. EVER ) � Dc� WITH PAINT 3/4„ STRETCHER L 2 o cv #10x1/2" PAN CL -0 HEAD SCREW TYP. ° ° ° ° ° ° 0 0 0 0 0 0 0 0 o o sheet 20 DETAIL — SHELF ASSEMBLY 15 DETAIL — CROSS BRACE ASSEMBLY 14 DETAIL — SPACE FRAME SCALE: N.T.5. 50ALE: N.T.5. SCALE: N.T.S. SA203