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15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 <br /> SEISMIC <br /> A O WALK—IN STRUCTURE SEISMIC DETAILS ARE LOCATED ON FS-7.3 A <br /> HOLES1 1/4"4 HOLEg FREE STANDING SHELVING W/ FLANGED FEET, BACKED O TOP 80"6/8"0 " <br /> FREE—STANDING SHELVING DOWN 12", THEN MOUNTED TO WALL FOR STABILITY. <br /> METRO "BCS" O O TO BE MOUNTED TO WALL <br /> BRACKET C SECURE MIXER WITH TIE DOWNS AND FOOT PLATE. MYERS TO <br /> POLE JOINER SUPPLY S/S STRAP <br /> 31"#14 SHEET METAL SCREW O <br /> D <br /> BACK DRY STORAGE SHELVING PER SEISMIC GUIDELINES. <br /> �_ 60(4)1 8 48 O1 8 ARCHITECT TO DESIGN AND G.C. TO INSTALL <br /> 2"GA}' 1"0 WASHER 48(4)24 ILO ALL GAS COOKLINE EQUIPMENT TO BE INSTALLED WITH QUICK a rc h i tects <br /> TO FIT SHEET METAL 5 EW SHELVING POST C\ CSI DISCONNECTS AND RESTRAINT CABLES, <br /> SHEET METAL SCREW <br /> BRACING TO BE LOCATED ON <br /> B TOP PANEL. ASSOCIATES, INC. <br /> SHELF AT EACH REAR O B A D O ICE MAKER AND REFRIGERATION UNIT TO BE SECURED BY SEISMIC B TIMOTHY P. HUFF & <br /> POST. BACKING REQUIRED IN <br /> WALL IN THESE AREAS. RLANGED ROOT BRACKETS AND LATCH PIN TO A BACKED REFRIGERATION WALL <br /> 2, 25" <br /> � n r —1 F '� '� <br /> �IF INTERNAL WALL BACKING /L /5 79 USE POLE JOINERS TO O CRITICAL DIMENSION' ADVISE FSEC PROJECT MANAGER ASAP IF <br /> CANNOT BE ACCOMPLISHED L LLL SECURE FREE STANDING THIS DIMENSION IS NOT VALID Timothy P. Huff,AIA Architect <br /> THE G.C. MUST PROVIDE& 77 <br /> INSTALL EXTERNAL WALL AT LTHEE EXPOSED UNITS <br /> BRACING ADJACENT SHELF POSTS N (� CO 519 McHenry Ave., Modesto, CA 95354 <br /> 16 GA. MIN. ALONG WITH FLANGED <br /> STEEL LEG TYPICAL FEET TO Ph: 209 571-2232 Fax: 209 571-1936 <br /> O O ANCHOR <br /> SHELVING 48 O1 8 48(4)1 8 <br /> 0 <br /> I (� <br /> EXPANSION ANCHOR POLE JOINER <br /> � IN ONE HOLE ONLY F <br /> 21" 14 GA MIN. 3'-0" 5'-0" 4'-1" 6'-5" 2'-3" 3'-0" 2'-3" 5'— LATCH PIN & BRACKET D v `g0 yGT <br /> FLANGE FOOT W/WELDED <br /> 1i"MIN. SCREW BASE BY MYERS; CUSTOM <br /> * No. C <br /> TO SCREW INTO Ll IF Ll <br /> THREADED POST <br /> FRONT LEGS ONLY <br /> C SEE DETAIL 5 THIS PAGE C (P 15527 <br /> O 15" 6'— „ 1'-7" 3'-11" 3'-0" — <br /> TILE [,] 3/6"0 X 4" LAG SCREW REN. 5/21�j�� <br /> NCQLUIDEDTHE 13ROIJTN(TYP)LL NOT DETAIL 1 7�:J � <br /> FILL HOLE <br /> GROUT SHELVING, FLOOR, WALL ATTACHMENT \ <br /> wooD FLOOR / \ 4" <br /> & SHELF TO SHELF / �� C FREE-STANDING SHELVING B Copyright 2021 -Timothy P. Huff&Associates <br /> ANCHORAGE DETAIL \®i TO E MOUNTED j O WALL <br /> SIIF 11'-10" 2'-0" 6'-6"@ E�:L- �'H/ <br /> 36(4)24 } <br /> FF1 \ \ Z <br /> Li <br /> D — E ED 0 V o <br /> ' 1" INSULATED, FREE + J oa � <br /> ° o o STANDING SIDE Z 0 6 <br /> PANEL W/ 6" LEGS = O v? <br /> UU <br /> OO 1" INSULATED, FREE m ¢U <br /> STANDING SIDE <br /> PANEL W/ 6" LEGS Z Q z Q <br /> 14,1 6„ 0 0 QLLj W <br /> 61 LU _J <br /> OVERALL BRACKET DEPTH TO BE FIELD LOCKING <br /> VERIFIED W/ EQUIPMENT PLACEMENT, PIN LonLL <br /> FIELD VERIFY ALL PRIOR TO Q <br /> FABRICATION-\ LLJ Q <br /> o <br /> E um 0 <br /> �� O U <br /> o E ZN <br /> N <br /> 16 GA S/S BRACKET ATTACHED TO I <br /> WALL STUD WITH TWO(2) #12 3" o❑ 11 11Q <br /> o LONG WOOD SCREWS <br /> Q <br /> 0 <br /> 14 GA S/S BRACKET ATTACHED TO <br /> EQUIPMENT BACK W/ TWO(2) #12 SHEET <br /> METAL SCREWS <br /> DETAIL 2 <br /> LOCKING PIN BRACKET <br /> F F <br /> Consultants <br /> RESTRAINT CABLE COMPONENTS BACKSPLASH AS <br /> 5/8" GYP. WALL W/ S/S WALL LINER, A 1/4 0 RLSIRAINING CAULL, W/IWO SNAH HUUKS. <br /> n,P COILED RESTRAINING DEVICE IS MANE. (2) #8 SELF TAPPING REQUIRED /+ <br /> G WITH A "7x7 STRAND CORE WIRE ROPE" THAT HAS G <br /> GAS LOCK OR SHUT OFFUA <br /> A RATED BREAK STRENGTH OF 1,700 LBS. SADJUSTMENT MADE (2) J SELF TAPPING <br /> SCREW (AFTER FINAL <br /> ADJUSTMENT MADE) 16 GA. OFFSET CLIP <br /> CN <br /> GAS PIPE SIZED PER MANUF'RATTACHED TO METAL FRAMING W/y" EYE BOLT WITH (2) #6x 1 1/4" <br /> SPECIFICATIONSW/WASHER. ONE 3/8"LAG SCREW. 3 1/2" 14 GA. MIN. O (MIN.) SCREWS TO <br /> UJ UJ <br /> (DO NOT FILL ALL FLANGE FOOT 3/8"0 X 4"LAG SCREW STEEL STUD OR <br /> THE MAXIMUM WORK LOAD LIMIT OF THE COILED HOLES) WITH WASHER STEEL STUD WALL BY OTHERS BACKING. SEE DETAIL Cn <br /> RESTRAINING DEVICE IS 205 LBS DUE TO THE TILEILI\ 6. <br /> BACKSPLASH ASUJ <br /> RATING OF THE TWO SNAP HOOKS. I:II,II:II,II �\ REQUIRED <br /> FLEXIBLE GAS LINE TO EQUIP., SIZEDB STAPLE BRACKET - - CONNECTIONS TO STEEL <br /> PER MFG. SPECIFICATION. ALLOW - GROUT - <br /> ENOUGH SLACK LINE TO PULL EQUIP. /F/G/HC 4-1" #10 SCREWS FABRICATOR MUST BE <br /> 24" MIN. FROM WALL, NP. D 4-PLASTIC ANCHORS AWARE OF HOLE SIZE �16 GA. OFFSET CLIP <br /> REQUIREMENT TO ACCEPT WITH (2) #6 WOOD LU ZRESTRAINING CABLE /D E EYE-BOLT 3/8"6 X 4"LAG SCREW. SCREWS WITH 3/4" <br /> F 1/4" HEX NUT WOOD STUD WALL BY OTHERS (MIN.) PENETRATION O <br /> DETAIL A (BULLET LEG) DETAIL_ B (BULLET LEG) INTO WOOD STU <br /> G 1/4" NYLON LOCK NUT D OR W <br /> BACKING. SEE DETAIL <br /> H 2- 1/4" X 1 1/4" WASHERS SHEAR SHEAR AND UPLIFT #6 <br /> O <br /> CONCRETE OR MASONRY WALL BY OTHER REQUIRED <br /> EDD AS U ' <br /> H CONNECTIONS TO WOOD H O <br /> <a<a —16 GA. OFFSET CLIP <br /> DETAIL 3 WITH (2) 3/16" O <br /> CONCRETE SCREWS. <br /> RESTRAINT CABLE DETAIL 5 <br /> FLANGFLANNOTE: •Z' CLIP INSTALLATION IS COMMON U O <br /> GED FEET ti <br /> ED MFTHOD TO SECURE COUNTERS, INCLUDING LU Z M <br /> PREP SINKS & DISHTABLE WITH A BACK (Y <br /> ANCHORAGE DETAIL SPLASH. THIS INSTALLATION METHOD UTILIZES <br /> EXISTING STUDS IN WALL AND DOES NOT UJ <br /> REQUIRE ADDITIONAL WALL BACKING <br /> CONNECTIONS TO CONCRETE Q W U <br /> DETAIL 7 > U <br /> W <br /> OFFSET CLIP DETAILS/ I Im O Q <br /> Z' CLIPS TO WALL z 0 <br /> FACE OF WALL FACE OF WALL NOTE: NOT ALL ICE HEADS ALLOW FOR STRUCTURAL U Q LLI <br /> ATTACHMENT. MOST MANUFACTURER'S USE PLASTIC <br /> AND/OR LIGHT WEIGHT SHEET METAL. IF THIS IS THE U z <br /> CASE, ONLY THE FLANGED FEET CAN BE USED. LLU Q <br /> ONE LOCKING PIN BRACKET(S) EACH PIECE OF EQUIPMENT. z J <br /> PLACEMENT OF BRACKET DEPENDS ON MATERIALS OF UNIT, Q <br /> LOCATION OF COMPRESSOR OR OTHER COMPONENTS. BRACKET LNL <br /> TO BE INSTALLED AS TO NOT VOID PRODUCT WARRANTY. ONE [11 LOCKING PIN 16 GA.TRACK x FULL LL <br /> BRACKET EACH PIECE DEPTH OF ATTACHMENT <br /> REFER TO DETAIL 2 FOR DETAIL OF BRACKETS OF EQUIPMENT. EXTENDING AT LEAST ONE LL w / <br /> POSITION ON SIDE IN STUD BEYOND LAST 1 v J <br /> FACTORY APPROVED CONNECTION. O O <br /> ACCESSIBLE LOCATION CUT, BEND, AND LAP U <br /> � <br /> STEEL STUD WALL BY OTHERS// FLANGES AND SCREW �——FACE OF WALL <br /> NOTE: MAXIMUM UNIT REFER TO DETAIL 2 WITH (4) #10 SCREWS 1-_ L0u <br /> WIDTH 60" FOR DETAIL OF \ AT FA. STUD - <br /> J BRACKETS <br /> L CONNECTIONS TO STEEL <br /> 7 1 <br /> 7 OFFSET BLOCK 1" No. Description Date <br /> 7CEMAKER & REFRI ERATION ANCHORAGE 3x4 (MIN.) BLOCKING. INSTALL AT LEAST VERTICALLY TO ALLOW <br /> ONE STUD BEYOND LAST CONNECTION. NAILING. <br /> VFY CAN ONL BE ACHIEVED BYFLUSH WITH FACE OF STUDS.WHEN UNITO OEM FLAN ED FEET IS 6'TALL OR > 55# USE 4x4 FRAMING ANGLE 1 <br /> BLOCKING WITH FRAMING CUPS EACH 1/2" x 1 1/2•• x 18 <br /> END. SEE ALTERNATE WOOD CONNECTION GA. x 2 1/2" WITH (4) <br /> L BELOW. 8d NAILS EA. LEG TYP. <br /> TOP AND BOTTOM AND <br /> EACH END <br /> WOOD STUD WALL BY OTHERS BLOCKING. OF <br /> U <br /> CONNECTIONS TO WOOD <br /> O <br /> SINGLE UNIT SINGLE UNIT <br /> USE DETAIL 5 'A' USE DETAIL 5 'A' <br /> (3) EACH FRONT LEG (5' 6 EACH FRONT LEG (5' 4x4 (MIN.) BLOCKING. <br /> V) r\ MAX. C.C.) MAX. C.C.) INSSTUD ATLEAST <br /> LAST <br /> ONE <br /> FRAMING ANGLE 1 a <br /> FLANGED FEET FLANGED FEET CONNECTION. FLUSH WITH 1/2" x 1 1/2" x 18 <br /> (Q FACE OF STUDS. �GA. x 2 1/2" WITH (4) <br /> U 8d NAILS /2EA. LEG NP. ALTERNATE ANCHORAGE: 6x4>J"x0'-4" EACH <br /> TOP <br /> EACAND BOF OM AND SIDE WITH (2) #10 SCREWS TO UNIT & }" <br /> PANSION BOLT TO FLOOR <br /> BLOCKING. " FLAT HEAD <br /> C(6 II BOLT EACH LEG <br /> C WOOD STUD WALL BY OTHERS <br /> JEX <br /> ODETAIL 4 1/4* 'H' MIN. y" PLATE X LEG WIDTH Project Number 2008 <br /> CONNECTIONS TO WOOD (ALT BOTH J" BOT N EXPANSION <br /> ANCHTYPICAL <br /> FLOOR MOUNTED APPLIANCE DETAIL 6 DIRECTIONS NOTE:OMAN FACTURERCMAYBNSTALL PLATE Date 03.01.2021 <br /> U AGAINST WALL TYPICAL BACKING AT TIME OF MANUFACTURE. <br /> 00 CD ANCHORAGE DETAIL DETAIL 8 Drawn by M. Gray / M. Brown <br /> CN CDFLOOR MOUNTED MIXER Checked by M. Gray / M. Brown <br /> 'p L L <br /> C14F 4 <br /> U <br /> O <br /> J_ <br /> 0 Plot Date &Time 03/01/2021 8:00:00 PM <br /> Z:\1 Design Projects\Independents' Manteca Senior-Center\1 -Redesign\MantecaSC=FS.dwg, 3/1 /2021 12:27:41 PM, RAutoC D PDF (General Docu6entation).pc3 <br />