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TRASH ENCLOSURE PLAN NOTES <br /> A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L. AND/OR CIVIL PRIOR TO <br /> CONSTRUCTION. RESOLVE DISCREPANCIES WITH ARCHITECT. <br /> B. VERIFY LOCATION AND 51ZE OF ALL INSERTS AND OPENINGS IN SLAB WITH ARCH'L.,MECH., H <br /> PLUMBING, AND ELECT. PRIOR TO CONSTRUCTION. T <br /> W � o <br /> N co <br /> C. ALL FOOTINGS SHALL EXTEND 18 INCHES MIN. BELOW PAD GRADE. PAD GRADE 15 ",. o C:' <br /> c� <br /> DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS, LOWEST ADJACENT COMPACTED w U c~v <br /> SUBGRADE (PAD GRADE BEFORE LANDSCAPING) OR NATURAL GRADE WITHIN 5 FEET OF <br /> BUILDING FOR PERIMETER FOOTINGS, OR TOP OF EXTERIOR PAVING OR CONCRETE WHERE `x o rn <br /> EXTERIOR PAVING OR CONCRETE IS PERMANENTLY LOCATED DIRECTLY ADJACENT TO W Q E <br /> BUILDING AND EXTENDS AT LEAST 5 FEET FROM BUILDING. FOOTING EXCAVATIONS SHALL <br /> BE GLEAN AND FREE FROM L005E DEBRIS, STANDING WATER, OR UNCOMPACTED w o 0 <br /> MATERIAL AT TIME OF CONCRETE PLACEMENT. CONTRACTOR SHALL COORDINATE <br /> FOOTING EMBEDMENT WITH CIVIL GRADING PLANS TO ENSURE THAT MINIMUM EMBEDMENT O U a CD C4) <br /> SPECIFIED ABOVE 15 MAINTAINED. a `=' <br /> � m N <br /> CD ti <br /> D. FINISH FLOOR ELEVATION VARIES. SEE CIVIL DW65. co <br /> 0 6' <br /> co ai <br /> 304 307 E. T.O.F. ELEVATION AT STEEL OR CONCRETE COLUMNS = P-0" BELOW F.F. U.N.O. <br /> 662 56.2 <br /> H TYP. TYP. F. F1,F2,F3. . . . DENOTES FOOTING PER SCHEDULE TH15 SHEET. TYPICAL FOOTING SHALL BE <br /> MARK "F1" U.N.O. ON PLAN. <br /> Cr <br /> G. 5C1, SC2, 5C3. . . . DENOTES STEEL COLUMN PER SCHEDULE ON TH15 SHEET <br /> 305 H. PLACE 5LA5(5) ON GRADE OVER 5U5GRADE AND VAPOR BARRIER (AS REQ'D) PER THE <br /> S627 — — GEOTECHNICAL REPORT REFERRED ON THE G.S.N. Store: <br /> TYP, <br /> Q Q KETTLEMAN & L. SACRAMENTO <br /> x x x I. INTERIOR CONCRETE SLAB ON GRADE SHALL BE 5" THICK w/ 04 AT 18" o.c. EACH WAY. <br /> X X X <br /> O 0 0 O PLACE REINF. 2" CLR. FROM TOP OF SLAB. LODI, CA 95242 <br /> J. INSTALL SLAB CONTROL JOINTS PER DETAIL 04/50.5. MATCH CLOSURE POUR (WHERE Restaurant #RC576 <br /> PRESENT)CONTROL JOINTS WITH SLAB CONTROL JOINTS. <br /> 219 x K. ANCHOR BOTTOM PLATE AT CONCRETE w/ 5/8" MIN. DIA. "J" BOLT w/ ROUND CUT WASHER P4 E-H V-M SCHEME A <br /> 553 " AND NUT w/ 7 MIN. EMBEDMENT. PROVIDE MIN. (2) A.B. PER BOTTOM PLATE PIECE. <br /> LOCATE A.B. WITHIN 12" OF EACH END OF EACH PIECE. A.B. SPACING SHALL NOT EXCEED Professional of Record: NAME <br /> TYP- 48" o.c. AT LOAD-BEARING WALLS AND 12" o.c. AT INTERIOR NONLOAD-BEARING WALLS. <br /> HOLDOWN ANCHORS DO NOT COUNT AS REPLACING ANCHOR 5OLT5. SEE SHEAR WALL <br /> SCHEDULE ON FRAMING PLAN FOR ADD'L, ANCHORAGE REQUIREMENTS AT SHEAR WALLS. <br /> FAA <br /> H554x4x1/4 H554x4x1/4 L. SEE G.5N.FOR ANCHOR BOLT SU55TITUTIONS AND HOLDOWN ANCHORAGE. <br /> 306 304 303 DESIGN <br /> 562 562 662 M. SEE ARCH'L. AND/OR CIVIL DWGS.FOR EXTERIOR SLABS, WALLS, ETC. <br /> TYP- TYP. TYP, N. SEE DETAIL 02/50.5 FOR PIPES/CONDUIT AT FTG5. PIPES/CONDUIT SHALL NOT PA55 THRU <br /> NOR BE LOCATED BENEATH ISOLATED PAD FOOTINGS. A r c hi t e C t u r a <br /> O. SEE DETAIL 116/53.3 FOR TYPICAL TRASH ENCLOSURE WALLS. Solutions Group <br /> 1 101 Central Expressway South <br /> P. REFER TO DETAIL 113/53.2 FOR TYPICAL SITE POLE FOUNDATION Suite 100 <br /> Allen, TX 75013 <br /> TRASH ENCLOSURE PLAN KEYNOTES CONTACT: EVERETT FIELDS <br /> (469) 619-1164 <br /> EFIELDS@PMDGINC.COM <br /> HSS 2 1/2 x 2 1/2 x 1/8 RAFTERS AT 24" o.c. <br /> FRAMING PLAN - TRASH ENCLOSURE -,NEER jK <br /> SCALE- I/4 - P-011 <br /> d <br /> ¢W a N <br /> LL 0Q Z O N <br /> 2 <br /> rL �P <br /> 038 5 <br /> 13'-0" 13'-0" <br /> Prototype : P4E- HV 2020 -2.0 RELEASE <br /> 301 <br /> Prototype Issue Date: 7.14.2020 <br /> SG5 662 SG5 6C5 Design Bulletin Updates: -- <br /> F — Date Issued: Bulletin Number: <br /> MLI <br /> - - - - - - - - - - I 1ST BLDG. SUBMITTAL <br /> I <br /> 301 I I <br /> 562 I 301 <br /> 562 <br /> I <br /> REVISIONS: <br /> SC5 5C4 5C5 12.22.2020 1st Building Submittal <br /> 1 <br /> I , L_ J 2 <br /> \ El 3 <br /> L J 302 L J 4 <br /> S62 5 <br /> 6 <br /> 7 <br /> 8 <br /> Sheet Title: <br /> TRASH ENCLOSURE FRAMING <br /> AND FOUNDATION PLANS <br /> FOUNDATION PLAN - TRASH ENCLOSURE Date: 12.07.2020 <br /> SCALE: 1/4" = 1'-0" Project Number: 202175 <br /> Drawn By: TA/CAD <br /> E <br /> 0 <br /> O U <br /> O 00 N <br /> N � <br /> O <br /> °' C14 °' Sheet Number: <br /> � Vo <br /> [DRIGHT <br /> 0v <br /> a� •Er.� <br /> engineers NLS <br /> � N <br /> S6ml J <br /> � Q <br /> N <br /> OC�l <br /> C <br /> CD <br /> N <br />