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7631 Gall Blvd (26)
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7631 Gall Blvd (26)
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Last modified
2/26/2025 11:47:13 AM
Creation date
2/25/2025 4:20:11 PM
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Building Plans
Street #
7631
Location
Gall Blvd
Contractor
Bay to Bay Properties LLC
Building Plans - Permit #
22092
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E <br />>I <br />d <br />3 <br />JI <br />LL <br />DESIGN SHELF LOADS: <br />12" SHELF = 50 LBS/SHELF <br />15" SHELF = 50 LBS/SHELF (APPAREL) <br />18" SHELF = 125 LBS/SHELF <br />= 50 LBS/SHELF (APPAREL) <br />24"(+) SHELF = 150 LBS/SHELF <br />= 225 LBS/SHELF (GROCERY) <br />30" (HD TV) SHELF = 75 LBS/SHELF <br />NO. OF SHELF LEVELS/FIXTURE HEIGHT: <br />(4) LEVELS AT HT. < 48" <br />(5) LEVELS AT 48" < HT. < = 90" <br />(7) LEVELS AT HT. > 90" <br />(4) LEVELS AT "24V" & "24X" (FULL) = 78" & 90" <br />(4) LEVELS AT HD TV = 120" (YZ) <br />(NOTE: ITEMS LISTED MAY NOT EXIST IN <br />PROJECT). <br />U) <br />w <br />w <br />w <br />U <br />m� <br />wx <br />�w <br />~w <br />Xw <br />�_ <br />�U) <br />zz <br />J <br />w <br />U) <br />w <br />w <br />Of <br />VARIES <br />TYPICAL SHELF FRONT VIEW <br />4" <br />2 1/2" MIN <br />4 1/2" MAX <br />END OF <br />I <br />AT 18" HALF GONDOLA <br />FRAME TYP <br />0 <br />z <br />EACH SIDE <br />WALL OR <br />it <br />Uw <br />FIXTURE <br />i FIXTURE <br />Qa <br />2 <br />FRAME <br />SHELVES <br />55 <br />CL OF <br />/ <br />I <br />ABOVE <br />0 0LL <br />CHOR <br />BOILTS TYPE <br />o <br />= F- <br />Q <br />z <br />z <br />4A <br />XS <br />UPRIGHT <br />Q <br />d <br />z <br />FRAME, TYP <br />(2) ANCHOR <br />U) z <br />w <br />o <br />STRAPS, TYP <br />00 F- <br />U) <br />U <br />w <br />AT INT FRAMES <br />= <br />w <br />(1) ANCHOR STRAP, <br />¢ o <br />>- <br />4A <br />TYP AT END FRAME <br />w z <br />�- <br />' <br />XS <br />(INSERT STRAP <br />> o <br />w <br />l <br />THRU SLOT AT TOP <br />O z <br />Lu <br />OF FRAME LEG) <br />EQ EQ <br />HALF GONDOLA <br />PLAN VIEW <br />VARIES <br />FIXTURE <br />FRAME <br />GONDOLA <br />SHELVING <br />/ 4 <br />TYP`ANCHOR <br />STRAP <br />HALF GONDOLA SIDE VIEW AT <br />WALL OR FIXTURE FRAME <br />3A <br />TYPICAL GONDOLA SHELVING ELEVATIONS <br />3/8" = 1'-0" <br />STEELTUBE <br />1 3/4"x1 3/4"x14 GA <br />BASE PLATE <br />1 /4"x2 7/8"x7 1 /8" <br />1/2" DIA BOLT <br />HOLE, TYP <br />(4) ANCHOR BOLT(S) PER BASE PLATE: 3/8" DIA <br />DEWALT SCREW BOLT+, REF 2-FXS1. <br />hnom = 2", ho = 2 1/2", (UNO). <br />TYPICAL ANCHOR <br />AT CART RAIL POST <br />1 1/2" = 1'-0" <br />c6 <br />a = <br />J <br />0 <br />a <br />° 0 <br />d - ,'i _ - <br />d , <br />7 <br />< d <br />- = 'd° <br />CLOSURE TUBE - NO SLOTTED <br />OPENING AT MID SPAN OF FRAME <br />a, <br />OUTSIDE FACE OF END FRAME <br />a. <br />M ANCHOR STRAP (1" WIDE x 22GA THICK) <br />FIELD CUT STRAP AS SHOWN AND ATTACH <br />N <br />(o <br />TO INSIDE FACE OF FRAME WITH (2) <br />22 GAUGE 1 <br />#12-14x3/4" TEK SCREWS AT SPACING <br />STEEL STRAP <br />r <br />SHOWN. REF 3-FXS1 FOR PLACEMENT OF <br />T <br />STRAP AND ANCHOR TO SLAB WITH SAME <br />1/2" DIAMETER <br />BOLT NOTED FOR TYPICAL ANCHOR <br />HOLE <br />1 <br />' � <-,' a -_ •' ; `, CONDITION AT THE END FRAME. <br />a,,°- <br />dA. <br />1 1/2" <br />°' ° <br />ALTERNATIVE ANCHOR STRAP/BOLT CONNECTION AT <br />ALTERNATIVE ANCHOR AT <br />END FRAMES - ONLY ALLOWED FOR USE WHEN <br />4A - TYPICAL SINGLE ANCHOR STRAP HALF GONDOLA END FRAME I CLOSURE TUBES DO NOT HAVE A SLOTTED OPENING <br />c <br />F <br />u <br />4 , ° a• a <br />AT GONDOLA INTERIOR & <br />END FRAMES <br />CLOSURE TUBE <br />(TYP AT HALF GONDOLA END FRAME) <br />OUTSIDE FACE AT END FRAME <br />LIGHT GAUGE STEEL STRAP (GALVANIZED) <br />1" WIDE x 22 GA MIN THICKNESS <br />REF 3-FXS1 FOR PLACEMENT OF STRAPS <br />(1) ANCHOR BOLT(S) PER STRAP/PLATE: 3/8" DIA <br />DEWALT SCREW BOLT+, REF 2-FX31. <br />hnom = 2", ho = 2 1/2", (UNO). <br />TYPICAL ANCHOR AT GONDOLA FRAMES <br />1 1/2" = V-0" <br />DENOTES ANCHOR BOLT(S) AT <br />SHELVING FRAMES REQUIRING <br />ANCHORAGE, REF SHELVING <br />FIXTURE AND ANCHORAGE <br />SCHEDULE FOR REQUIRED <br />ANCHORAGE DETAIL, TYP <br />TIGHTENING REQUIREMENTS: <br />"SNUG TIGHT" - NO GAP BETWEEN L <br />HEAD OF ANCHOR BOLT AND BASE - <br />PLATE OR ANCHOR STRAP. <br />t - PLATE/STRAP THICKNESS <br />hnom - EMBEDMENT DEPTH <br />ho - MIN HOLE DEPTH <br />La - LENGTH OF ANCHOR <br />NOTE: <br />ALL ANCHOR BOLTS SHALL BE DEWALT SCREW BOLT+. <br />THE ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE <br />MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND <br />PER [CC ESR-3889 REPORT. (IN CASE OF CONFLICT, THE ICC <br />ESR-3889 GOVERNS). REF ANCHOR DETAILS FOR DIAMETER AND <br />EMBEDMENT. <br />NOTE: <br />IF CENTERLINE OF ANCHOR BOLTS FALLS WITHIN 1 3/4" OF <br />CONTROL JOINT, SHIFT FIXTURE 2" (MAX) PERPENDICULAR TO THE <br />JOINT, OTHERWISE SUBMIT RFI TO THE ARCHITECT FOR <br />ALTERNATE INSTALLATION BEFORE INSTALLING BOLTS. <br />ANCHOR BOLT DETAIL <br />NTS <br />--18R�{ <br />....... . <br />t <br />{ 4 <br />g a ; <br />x <br />F <br />E <br />I <br />r <br />s ....ti <br />— CART RAILING, <br />REF 5-FXS1, TYP <br />FIXTURE ANCHORAGE PARTIAL PLAN <br />1 " = 20'-0" <br />LLI w Y ui 0 <br />D0 xw0 <br />O � ZLLjw azw0� <br />LL OF-w 2_ZHO(D <br />K-D <br />HZw F-wwa ZI-Z <br />L FfnLLw O¢W8 <br />0 LJXzO <br />a-< FwLow <br />ww <g�aw<copomw <br />O <br />�ppam ua�-0>0PX< <br />= <br />Z <br />O�d— <br />U <br /><�Omxoo P02p <br />pOzz==z�z <br />z <br />ot �0wtq <vOZ<Oow~.=oi-m 5<0<w <br />aLU) -j2ZLu0wwp 02 <br />Oa=D <br />U)mr-,L-2:aU)m <br />U) <br />w az�~Oggdwn�w <br />N <br />F-�ao=a8-x<- <br />z <br />W <br />H <br />Q <br />U' <br />oa <br />0. <br />Q <br />J <br />0 0U. <br />00 <br />(o <br />NO <br />r� <br />J <br />O <br />O <br />0 <br />a- <br />n/ <br />z <br />w <br />� <br />co <br />(D <br />°' <br />N <br />LL <br />0 <br />W <br />N <br />w <br />m <br />z <br />m <br />O <br />ISSUE BLOCK <br />CHECKED BY: <br />DGH <br />DRAWN BY: <br />MAV <br />PROTO CYCLE: <br />APGATE <br />DOCUMENT DATE: <br />08-30-19 <br />JBA PROJECT NO; 1935020706 <br />FIXTURE <br />ANCHORAGE <br />PLAN, NOTES <br />AND DETAILS <br />SHEET, <br />FXS1 <br />0 6 <br />N <br />N <br />a0 i <br />
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