' - GRA SEE T P I L NG, AN / - - CONCRETE SLAB OR WALL, SEE PL AN �l.c-..J_---�rr---,-----7. �- < I IU ., • I � . ., I ,)ii I ' . "·�"-G A1/2"LDV.IAL2xx02'x-41"/4LWG / HE ADED STUDS AT 1'-0" O.C. METHOD 1: EMBEDDED ANGLE NOTE: THIS METHOD CAN ONLY BE USED WITH GR ATING IS LOCATED AT TOP OF WALL OR SLAB -GRATING, SEE PL AN � ' , : . ' I r-- CONCRETE SLAB OR WALL, / SEE PL AN ' ,. . -:----: EMBED PLATE TYPE EP-D AT . . 3'-0" O.C MAX . PROVIDE(2) EMBED PLATES MIN. PER SEGMENT OF SUPPORT ANGLE � - GALV. L3X3X3/8 GRATING SUPPORT ANGLE,CONT METHOD 3: SIDE MOUNTED ANGLE W/ EMBED PLATES NOTE: - SG EREA TP I LNAGN, /- - CONCRETE SLAB OR WALL, SEE PLAN l,.,___._____,__ L..,__�_ ? I I . . • . '-! ����,-��: _- •, . • • ' 1/2" DI A. STAINLESS i') <:>J ,• :· • .• STEEL HILTI KB-TZ2 _ ';,,. • •• EXP ANCHOR AT 24" . ·-� • O.C.(EMBED 3-114") ••• ••�GALV. L3X3X3/8 GRATING SUPPORT ANGLE,CONT METHOD 2: SIDE MOUNTED ANGLE W/ EXPANSION ANCHORS -GRATING, SEE PL AN SEE PLAN /-- CONCRETE SLAB OR WALL, f--�----- 1 �·-�.-,,. � _ -�. . ,.- , -. .- -, > �-,j . •� EMBED PLATE TYPE EP-D AT !'=:::;="[]11 • • 3' ·0" 0 C MAX. • • • ; . PROVIDE(2) EMBED PL ATES • MIN PER SEGMENT OF I= ' =:'=":!Ji r.• , • SUPPORT ANGLE e========,,dr • • ,, . L GALV.CHANNEL GR ATING SUPPORT, SEE PL AN CMHEATNHNOE DL 4W: / SEI DMEB ME DO UP LN AT TE ED S 1. CONTRACTOR'S OPTION: UNLESS OTHERWISE NOTED ON PLANS, GRATING SUPPORT CAN BE PROVIDED BY ANY ONE OF THESE THREE METHODS WHERE GR ATING EDGE IS SUPPORTED BY CONCRETE SLAB OR WALL. 2. SEE PROCESS DR AWINGS FOR LIMITS OF GRATING SUPPORT fl\ TYP. GRATING SUPPORT AT CONCRETE SLAB OR WALL \_V 1 1/2"= 1'-0" EQ 9 EQ I ' ........._ r B ASEPLATE. SEE PL AN AND SCHEDULE /�: ' �---+-/-- ' I @ ( --1-; -f -- o- r-� - - - -t- - -- - +- - - HSS COLUMN,SEE PL AN w0 l,_1' I \ -- @) I t �- / N � I: Ix / �-- ANCHOR BOLTS, ----- 2" SEE PL AN AND SCHEDULE 1/4" V TYP. I I I I ' ' ' ' ' ' ' ' I I I I ' ' ' ' ' ' ' ' I I I I ' ' ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I {} �} w0 [ll 2w iD ;... #3, CONT AROUND PERIMETER ANCHOR TO EXIST =HC3YO12N1 02 C0" ) . SOUYRSSI NET EQG MUH(I VI LE TMl BH EI TD ALENT EXIST SL AB \ ON GR ADE NOTES: > :' . '. l -#3 AT 12" O.C /; - HA ROOU US NE KD EPEEPRI NI MGE T E R PAD,PER PLAN AND 6" PROCESS DWGS .,,..' .,..,,-,' i1�:/ · -+ •.• -1� •. ?--f� � .. ,. � ... 1 CONTRACTOR - VERIFY LOCATION OF THE HOUSEKEEPING P ADS WITH THE PROCESS DRAWINGS PRIOR TO POURING CONCRETE 2. CONTR ACTOR· VERIFY REQUIRED SIZE AND HEIGHT OF THE HOUSEKEEPING P ADS WITH THE SELECTED EQUIPMENT M ANUFACTURER PRIOR TO POURING CONCRETE. (4'\ TYP. HOUSEKEEPING PAD � 1"=1'-0" . L(SEE PLAN) � T/GRADE E L. 'I" SEE PL/ N 3"CLR TYP. • ,,, ••., , . •'A·-f #5 AT 12" O.C. ,..-,:· �- •• 'f._.r 'r ci. (TYP.) _..- . • ' ' � ,i - - . ,, u / . • "' #5 A12T" H12O"OOK.C. · __ / '. �. AT 1• • ' TOP, 6" HOOK ' j AT BOTT.(TYP.) / - COMPACTED 1 SUBGRADE -----..,_ (2)#5 BOTT. / _ ,_1-' ·_ �D''- J--. --L-·(_ 2_ '._ o_ ")___ -+_1'. • O" (TYP.) � SECTION NOTES: 1 SEE PROCESS DRAWINGS FOR EQUIPMENT PAD LOC ATION 2. TOP OF EQUIPMENT P AD SHALL BE FLAT AND LEVEL. 3 COORDINATE EQUIPMENT P ADS WITH THE SELECTED MECH ANICAL/ELECTRICAL CONTRACTORS f5\ TYP. GENERATOR PAD \.1.,5,. ) 1/2" = 1 -0" STAIR CLEAR WIDTH+ 2'-0" - . 3" CLR, ' . ' : . ,._. . , •·. � -. • ,f�· �' T/GRASEDEEGERL. ADING PL AN ' . ·. ·•. � (4)·#5,TOP NOTES: I i'> i'> TYP � • 1 ' AND BOTT. 1. SEE PLAN FOR ST AIR LOCATIONS. . "' \, .. .. -... . . . " ' ,___ #4 STIRRUPS AT 12" O.C. ' ...............__.,, ,. SECTION A 2. TOP OF STAIR LANDING FOUNDATIO� ELEV ATION SHALL BE SET 3"(+/-) AB )VE THE SURROUNDING GR ADE ELEVAT ON TYP. EXTERIOR STAIR LANDING f6\ FOUNDATION \.V 1/2" C 1'-0" 4CO1/N2"SxTR4 U1C/2T" IPONNAJDOIINT W/ 1/4" x AMOND SE AL TOOLED JOINT(SEE NOTE 2). DOWEL PLATES AT 18" O.C. J O I INSTNTOOT BCEOTVOEOR LEEDD, FWI NHI SEHR ES QF LUO O R ARE FOR RESILIENT TILE COVER r CONCRETE SL AB, SEE PL AN h--.-_� Q -1--· -=-.=�, ---.�,,-__ ,_,..�.. -,.-, -,- \ I_ . $ T ��� A�L�� -: f, ":�;-- '" . :� ...:::::..-·�- --+--.,__·. ..�-..- -,�•w0¥:-< ., • - -- ��--- .:•._.,. X � � �� VAPOR RETARDER _ I - i l -l l_ l_ l-11-1 1 7 11 11 l_ '_lll � I� . 11 111TT7 COMPACTED SUBGRADE 6" (MIN.) CLEAN, FREE-DRAINING GR ANULAR MATERIAL PER GEOTECHNICAL ENGINEERING REPORT NOTES: 1. INSTALL PNA DIAMOND DOWEL PLATES PER MANUFACTURER'S RECOMMEND ATIONS. 2. PRIOR TO SE ALING JOINT,PREPARE JOINT PER SEALANT MANUFACTURER'S RECOMMENDATIONS. 3. CONSTRUCTION JOINTS SH ALL ONLY OCCUR AT LOCATIONS INDICATED. 4. APPLY LIQUID BOND BREAKER TO FULL DEPTH OF JOINT TYP. SLAB ON GRADE GD �� - � STRUCTION JOINT , . � • - -11- 1-, 1--1 1 1-· I' - - - --I\ -- I -, ! I I,_,,1-111--111- 111-111- V APOR RETARDER COMP ACTED SUBGRADE 6"(MIN.) CLEAN, FREE-DRAINING GR ANULAR MATERIAL PER GEOTECHNIC AL ENGINEERING REPORT NOTES: 1. SACOWNCCRUETTJEO.INT AS SOON AS POSSIBLE WITHOUT RAVELING THE EDGE OF 2. PRIOR TO SEALING JOINT, PREPARE JOINT PER SEALANT MANUFACTURER'S RECOMMEND ATIONS. TYP. SLAB ON GRADE GD ��,� TRACTION JOINT CONCRETE SLAB, / ; SEE FOUND Aj l ; N PLAN WW I O'. n. w(/) / W0 a "' VI 1' -0" - I 1-I -·1 I 1-1 I 1-·1 I I I 1"x2" SHE AR KEY 1' -0" GD � 2 �:;� DEPRESSION DETAIL • """'"" - - z - - - - 1 1 ,-.:i --1 N� <C � ...... u UJ �� ..., z ::r: o::l >-" r µ.., :z: � 0 O is ""' ::: >,<� µ.) t'""' :5 z -u ' u -- -- z 1�/J REVISIONS �Solutions �tru,tural engineers !t�*-;;�to.lOO �'!;:.;- """ BID SET © :!025 8M0i2d wWcess1 te 1B1 1 r Eo andgwi nacyc nS; t. r !cnl :ct . P.O. Box 295 Loo12001ec. Indiana 47553 DATE APRIi 2025 DESIGN ���B ��pt�ttk JgT PR tc I NUMB ER 2024090-00 1 5 � OF 0 FILE NUMBER 44641 Do Not Use Plan Previews for Take Off
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