Laserfiche WebLink
3 Z o <br /> Z <br /> CONCRETE FLOOR •► - <br /> CONCRETE FLOOR V� <br /> W W <br /> 3 � ~ W <br /> Z a z <br /> M <br /> o M <br /> LA FREEZER co <br /> LA <br /> z z M <br /> SECTION DISTANCE BETWEEN UNIT BASES SECTION S — a a w <br /> 0� J N X <br /> CENTERLINE OF (2) Q `c <br /> 1/4" x I" TEK SCREW INTO MINIMUM ANGLE 3"x3 1/2"xl/4"x 38" UNITS L 11J <0 0 <br /> 12 GAUGE MATERIAL (TYP). 8 OR BENT PLATE 1/4" x I" TEK SCREW INTO MINIMUM 12 3 3 Z w -Z Q0 <br /> 50REW5 REQUIRED. GAUGE MATERIAL (TYP). 5/16" DIAMETER - _ ' :) > <br /> HOLE. 3 0 } o co <br /> GENTERL I NE OF (2) UNITS <br /> (a) 5/16" DIAMETER EXTENT OF UNIT BASE BEYOND EXTENT OF UNIT BASE BEYOND ANGLE 3"x3 I/2"xl/4"x 2a" OR U Q L <br /> U <br /> HOLES EACH SIDE. BENT PLATE Q 4tWALK-IN F R E E Z E R Z C O O L E R UNITS J vg w m <br /> 3-2 2-5 Q 1 O -Z q <br /> LID Q <br /> mXTENT OF UNIT BASE BEYOND EXTENT OF UNIT BASE BEYOND a I/2I/2" I" I" I" I" I" II" I/2a <br /> m <br /> I I/4 WALK IN COLER ANCHORAGE PLAN 1'4 pq <br /> 7 3/4 <br /> 1 <br /> m SCALE: 1/4" = 1'-0" - <br /> � <br /> m N <br /> m � <br /> N <br /> 5 4 4 5 <br /> ELEVATION - - - - <br /> REAR REAR REAR <br /> 3/8" DIA. HILTI HAS ROD WITH HILTI HIT RE FREEZER UNIT FREEZER UNIT COOLER UNIT <br /> 500-V3 ADHESIVE SYSTEM, 2 3/4" <br /> ELEVATION EMBEDMENT. 7/16" DIAMETER HOLE IN BENT FRONT FRONT FRONT <br /> PLATE. INSTALL PER MANUFACTURER'S <br /> 3/8" DIA. HILTI HAS ROD WITH HILTI HIT RE INSTRUCTIONS $ ICG E5R-3814 5 6 6 5 <br /> 500-V3 ADHESIVE SYSTEM, 2 3/4" (LARR-26028). SPECIAL INSPECTION 15 - - - - o <br /> EMBEDMENT. 7/16" DIAMETER HOLE IN BENT REQUIRED FOR ANCHOR INSTALLATION. _2- <br /> PLATE. INSTALL PER MANUFACTURER'S REACH —IN F R E E Z E R,C O O L E R UNITS C) <br /> INSTRUCTIONS 4 ICG E5R-3814 <br /> (LARR-26028). SPECIAL INSPECTION 15 <br /> REQU I RED FOR ANCHOR INSTALLATION. <br /> _ m 2 REACH IN FREEZER/COOLER ANCHORAGE PLAN <br /> m 50ALE: 1/4" = 1'-0" <br /> - m <br /> N <br /> m Ln <br /> aaaaa <br /> m PLAN L 13/4" 13/4" 13/4" 15/4"[13/4" I I/8" co <br /> 1/4" DIAMETER HOLE <br /> IN BENT PLATE <br /> PLAN 4 DETAILS LO <br /> o <br /> SCALE: 5" = 1'-0" o <br /> N <br /> 6 DETAILS <br /> SCALE: 3" = 1'-0" <br /> #12 TEKS x 3/4" INTO a <br /> CONCRETE FLOOR MINIMUM 26 GAUGE <br /> MATERIAL (TYP). - a) <br /> o _C3O a� Q ��-,' co aUi <br /> co <br /> m _c:3 _c:3 U <br /> 12 GAUGE BENT <br /> PLATE '--4 ,9, 1 <br /> SECTION 1111 <br /> .,1111 III <br /> 1/4" x I" TEK SCREW INTO MINIMUM 12 Iluu II uull <br /> GAUGE MATERIAL (TYP). 5/16" DIAMETER ,dl 1 - dild IIS, <br /> HOLE. ELEVATION SECTION ARCHITECTS, INC. <br /> EXTENT OF UNIT BASE BEYON ANGLE 3"x3 1/2"xl/4"x 2a" OR <br /> BENT PLATE 17710 Detroit Avenue <br /> Lakewood, Ohio 44107 <br /> 3/8" DIA. HILTI HAS ROD WITH HILTI HIT RE Phone (216) 521-5134 <br /> 500-V3 ADHESIVE SYSTEM, 2 3/4" EMBEDMENT. Fax (216) 521-4824 <br /> I I/2" I" I" I" I" I" I" I" 3" I" I" I" I" I" I" I" I I/2' 7/16" DIAMETER HOLE IN BENT FLATE. INSTALL www.adaarchitects.cc <br /> ALTERNATE HOLES PER MANUFACTURER'S I N5TRUGTI N5 1$ 100 <br /> m FOR "RIGHT HANDED E5R-3814 (LARR-26028). SPECIAL INSPECTION <br /> BRACKET". 15 REQU I RED FOR ANCHOR IN57ALLATION. <br /> QROFESS/p� <br /> NI r <br /> 1 (5 <br /> No. 27 <br /> m ♦c <br /> -civ s P� <br /> CAS-\F <br /> I a I <br /> SIGNED 01/14/20 <br /> EXP. 12/31/20 <br /> ELEVATION 3/8" DIA. HILTI HAS ROD WITH HILTI PLAN <br /> HIT RE 500-V3 ADHESIVE SYSTEM, 2 <br /> 3/4" EMBEDMENT. 7/16" DIAMETER <br /> HOLE IN BENT PLATE. INSTALL PER 3 DETAILS Q <br /> MANUFACTURERS INSTRUCTIONS <br /> ICG E5R-3814 (LARR-26028). 50ALE: 3" = I'-O" <br /> SPECIAL INSPECTION 15 REQUIRED CO <br /> FOR ANCHOR INSTALLATION. LO <br /> O <br /> O � <br /> cv m NOTE: ILL. <br /> 1. ANCHORAGE DESIGN PER THE 2019 CBC 00 <br /> m 2. SITE CLASS D, Ss = 0.744 0-) <br /> m 3. ALL STEEL ANCHOR CLIPS ARE ASTM A570 Fy = 36,000 PSI (MIN.) 00 <br /> 4. ALL BOLTS A307 (UNLESS OTHERWISE NOTED). <br /> 5. ANCHOR TO BE EPDXIED TO (E) SLAB WITH HILTI HIT RE 500 V3 WITH <br /> 2 3/4" EMBEDMENT ICC ESR-3814 (LARR #26028) OR APPROVED EQUAL. <br /> PLAN 6. SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. k <br /> 7. CONCRETE SLAB IS 4" THICK MIN. F'c 2,500 PSI. Q <br /> 8. SOIL BEARING PRESSURE 500 PSF w <br /> 9. THIS DESIGN ONLY ADDRESSES THE ANCHORAGE OF THE FREEZER /COOLER LLJ o U <br /> 5 DETAILS UNITS (SHOWN IN DETAILS 1-2/-) TO RESIST SITE APPLICABLE SEISMIC C14 < <br /> OVERTURNING & SLIDING FORCES. THE FREEZER / COOLER UNITS ARE J Q O <br /> SCALE: 3" = I'-o" ASSUMED BY THIS DESIGN TO BE ABLE TO TRANSFER ALL APPLICABLE LU U = <br /> SEISMIC FORCES TO THE STEEL ANCHORAGE CLIPS SHOWN IN THE DETAILS. _ � U <br /> DESIGN OF THE STRUCTURE OF THE FREEZER/COOLER UNITS IS NOT PART co � Z <br /> OF THIS DESIGN AND IF REQ'D IS BY OTHERS. J U Q <br /> < O � <br /> 0 N J <br /> Q z O <br /> J Q O <br /> � J U <br /> QLU <br /> \ <br /> CQ Z Q <br /> O = w <br /> J 3: W <br /> O M W <br /> M � <br /> U M <br /> O <br /> O 0')_ <br /> U � <br /> O (o <br /> L L <br /> 0- <br /> sheet sheet <br /> SA2 . 2 <br />