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�m �e��� � <br /> . � <br /> a <br /> 21'-9 7/2" 36 BAR 0(1'-6"MINJ f/) �,,� <br /> EQUIPMENT ENCLOSURE TIE � w�= <br /> _�` ����\ BRACKET(TOTAL OF EIGFin pROVIDE CORNER BARS STD.90'HOOK �1�MRN � N� <br /> � � � � � COORDINATE WITH EQU�PMENT SAME SIZE AND SPACING �S N <br /> / \ / \ ENCLOSURE MANUFACTURER ^ Q Z <br /> / � � \ AS HORIZONTAI BARS. ` �_ <br /> / v Q o a n � C PROVIDE q5�12"AT <br /> I a � ° I ° � ° CORNERS WHEN NO O� �� <br /> ; � � ` � � HORIZONTAL N �� <br /> REINFORCEMENT IS �� o m <br /> �� j �� ,� INDICATED. � g a <br /> �� �`--� ` PREFORMED ; �n� <br /> 2"X4"KEYWAY �`" <br /> � 2 2 4 CORNER CONSTRUCTION JOINT p <br /> CONCRETE WALL REINFORCEMENT DETAILS >> <br /> � � � 2 �`� <br /> CONCRETE � � N.T.S. ��_ <br /> FOUNDATION WALL J�� <br /> CAST IN PLACE CONC. �?_� <br /> 1NWF 6x6 W2.9 X W2.9 ;m o"`"4 <br /> STOOP W/HEAW BROOM q q <br /> � <br /> ° FiNISH SLOPE 1/4"PER FOOT z e��� <br /> 1/2"PRE MOLDED �°u S d d u. <br /> < EXPnNSIOrv JOINT TOOLED EDGE(3)SIDES <br /> 3 3 , <br /> T/SLAB ��� <br /> Q _ ,a a X s EL.VARIES ��� <br /> Y FINISHED GRADE <br /> EQUIPMENT � ✓� � �;�/� � �� <br /> � � r�..a��`.''�.'��A`.'.�^.�.� � <br /> ENCLOSURE " � � REFER TO CIVIL m 4 5 <br /> ` o a e „ .. Q a FOUNDATION ' '' ' ' ' ' ' ' ' ' ' ' ' DRAWINGS <br /> , < � ' a � COMPACTED FILL <br /> �a m ° 4 a � m M � ' 2�-��� o � � <br /> a=� a =� c e #4 �� �12"O.C.ATDOORSONLY <br /> �� c 4 c fn fV <br /> � ° o a�a ° STRUCTURA�SI_AB 5'-o"x 4'-0"OVER � ° a� , STRUC7URA�S�AB 4'-6^x 4'-0"OVER 3 STOOP DETAIL <br /> a COMPACTED FILL.PITCH SLAB AWAY COMPACTED FILL.PITCH SLAB AWAY N.T.S. <br /> p a ° FROM ENCLOSURE.GENERAL a FROM ENCLOSURE.GENERAL � <br /> o a CONTRACTOR SHALL INSTALL SLAB a c CONTRACTOR SHALL INSTALL SLAB p W <br /> • AFTER ENCLOSURE HAS BEEN SET AFTER ENCLOSURE HAS BEEN SET A.EQUIPMENT ENCLOSURE FOUNDATION j o �u � <br /> 1'-11 3/4" 5'-0" 4'-8" 9" 1.REFER TO CIVIL DRAWINGS FOR ORIENTATION OF THE FOUNDATIONS. � a � � <br /> � g o <br /> 2.EQUIPMENT ENCLOSURE FOUNDATION IS DESIGNED FOR THE FOLLOWING LOADS: W w n <br /> �1 EQUIPMENT ENCLOSURE FOUNDATION PLAN ENCLOSURE DEAD LOAD:70,000�es. � ; < <br /> � ROOF LNE LOAD:105 PSF o <br /> N.T.S. FLOOR LIVE LOAD:150 PSF � <br /> 3.THE CONTRACTOR SHALL NOTIFY THE CL�ENTS GEOTECHNICAL ENGINEER TO COORDINATE <br /> HAVING A FIELD REPRESENTATIVE ON SITE FOR TESTING AND INSPECTION. <br /> 4.FOOTINGS SHALL BEAR ON VIRGIN SOIL OR COMPACTED FILL MATERIAL CAPABIE OF <br /> � EQUIPMENT ENCLOSURE� SUPPORTING A MINIMUM SOIL BEARING PRESSURE OF 3000 PSF. Z • <br /> � (2)3/4"DIAMETER x 21/2"ANCHOR BOLTS 5.SUBGRADE PREPARATION: <br /> ��- A.REMOVE ALL SOILS CONTAINING TOPSOIL: ORGANIC MATERIALS,AND/OR FILL MATERWLS LOC. # 313781 <br /> TIE BRACKET FROM WITHIN AREA OF ENCLOSURE FOUNDATION. <br /> i- B.PROOF ROLL RESULTING SUBGRADE WITH A HEAVILY LOADED SINGLE AXLE ROLLER OR <br /> TNUALL=6'A80VE GROUND SIMILAR VEHICLE.(20 TON LOAD).CONTRACTOR SHALL UNDERCUT AND REPLACE WITH <br /> AS DIRECTED BY THE TESTING AG NCY. CO TNTRACTO SHAL�NCLUDE ARNTICIPAT�DFUNDERCUT M I LLI KI N <br /> AND REPLACEMENT AS INDICATED IN THE GEOTECHNICAL REPORT AS PART OF THE BID. U N I V E RS I TY <br /> �'•��• C.BACKFILL AND COMPACT THE AREA WITHIN THE BUILDING FOUNDATION.BETWEEN RESULTANT <br /> • • SUBGRADE AND FOUNDATION WALI WITH APPROVED GRANULAR MATERIAL. <br /> FINISHED GRADE <br /> COMPACTED FILL <br /> 6.FOUNDATION WALLS SHALL BE BACKFILLED EVENLY ON EACH SIDE OF THE WALL OR WALLS <br /> 6-MIL VAPOR BARRIER SHALL BE ADEQUATELY BRACED BY THE CONTRACTOR UNTIL FLOOR SLAB HAS BEEN 1096 W.DECATUR STREET <br /> W PLACED AND CURED FOR 72 HOURS MINIMUM. <br /> s^CA�AGGREGATE �� DECATUR,IL 62522 <br /> O y 7.ENCLOSURE SHAIL NOT BE SEf UNTIL FLOOR SLAB HAS BEEN CURED FOR 72 HOURS MINIMUM. <br /> COMPACTED COHESIVE OR Z� <br /> CA-6 GRANULAR BACKFILL g LL 8.CONTRACTOR TO ENSURE FOUNDATION/SLAB ARE POURED TO MEET FLATNESS LEVEL <br /> � TOLERANCES AS INDICATED IN ACI 4.5.B AND 4.5.7. oitnwr+ev: PP <br /> O <br /> �� �W B.EQUIPMENT ENCLOSURE CHECKED BY: TAZ <br /> m <br /> OPERATES]�HOURS (2)HORIZONTAI <br /> fO NOTE: THE E�UIPMENT ENCLOSURE IS A PRE-FABRICATED BUILDING MANUFACTURED BY FIBREBOND, oare: oerzvts <br /> A DAY 365 DAYS AYEAFt LOCALIZED AREAS OF SOFT OR LOOSE MATERIALS MAY BE <br /> CONTINUOUS i15's 3"CLR. MINDEN,LOUISIANA. prtwEciu 331s13 <br /> TOP 8 BOTTOM TYP. ENCOUNTERED AT THE PROPOSED BEARING EIEVATION. 7}�E EQUIPMENT ENCLOSURE BUILDING SHALL BE FURNISHED ANO INSTALLE�BY THE OWNER <br /> C� THE SOILS MAY REQUIRE COMPACTION USING A PLATE UNDER SEPARATE CONTRACT PER THE OWNER AND MANUFACTURER SPECIFICATIONS. <br /> Before B/WALL COMPACTOR IN THE FOOTING TRENCH IF FIELD CONDITIONS SHEET TITLE <br /> INDICATE LOOSE GRANULAR SOILS. THE SOILS MAY EQUIPMENT <br /> Y�"'� REQUIRE REMOVAL AND REPLACEMENT WITH AN C.CONCRETE NOTES ENCLOSURE <br /> � � ��A� APPROVED ENGINEERED FILL. FOUNDATION DEPTH AND FOUNDATION PLAN <br /> OVER DIG REQUIREMENTS SHALL BE VERIFIED WITH THE 1.ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND ACI 301, <br /> RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND LATEST EDITION.THESE DOCUMENTS SHALL BE AVAILABLE IN THE FIELD OFFICE. s�r Nuh�eErt <br /> 3000 PSF BRG V.I.F. INCLUDED IN THE BID BEFORE CONSTRUCTION. THE <br /> n�wo�s EVALUATION OF THE SUB GRADE AND SELECTION OF FILL 2.EXCEP7 WHERE O7HERWISE INDICATED,CONCRETE SHALL BE NORMAL WEIGHT AND WITH <br /> ONE CALL SYSTEM <br /> MATERIALS SHALL BE MONITORED AND TESTED BY A MINIMUM 2&DAY COMPRESSIVE STRENGTHS OF F'�3000 PSI.ALL EXTERtOR EXPOSED <br /> CALLJULIE TOLL FREE �� <br /> IB�HOUR BEF RE 4 FOUNDATION WALL SECTION QUAUFIED REPRESENTATIVE OF THE SOILS ENGINEER. CONCRETE SFIALL BE AIR ENTRAINED. � i <br /> vau ac N.T.S. 3.REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60.ALL WELDED WIRE FABRIC <br /> SHALL CONFORM TO ASTM A185. <br />