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2 3 4 5 6 7 B q 10 <br /> 3 00 <br /> 00 <br /> 2'-3"+ 4'-b1'+ PER TABLE a�lUS j <br /> V.I.F. V.I.F. V)O z <br /> r 1 <br /> RTU PER PLAN <br /> 0�0 <br /> 10 w z a0 <br /> 5-201 oo <br /> j TYR RTU-I MECHANICAL EQUIPMENT SCHEDULE m W <br /> (E)30"DP — — — UNIT TO CURB ADAPTER PER > o <br /> F _� ————— (E)30"DP OH5J = — w DETAIL 7/5-201 z UJ N. <br /> w w a <br /> \ \ / UNIT DIMENSIONS <br /> z M O J <br /> L{—(E)RTU NAME MAX UNIT HEIGHT m o Q <br /> X CURB (LENGTH x WIDTH x HEIGHT) o M W <br /> o> I \ I I / \ I I I (FASTEN <br /> B ADAPTER BY OTHERS, <br /> — -y L4X4X1/4 s 43 MIL <br /> 1,013 CBS.+ — CURB ADAPTER TO(E) <br /> oBB II/I6'x 53 /4"x 51'I55 CBS.CURB ADAPTER _ W/#10 SCRWEW AT 8'O.C. <br /> L4X4XI/4 IO CURB,MIN 43 MIL,V.I.F. <br /> 5-201 3 10 NOTES: <br /> 5-201 I. G.C.TO VERIFY UNIT DIMENSIONS ARE WITHIN+/-b"OF EA.LISTED L x W x H <br /> 5-201 <br /> TYP (LENGTH x WIDTH x HEIGHT)UNIT DIMENSION.WHERE CURB OCCURS,CURB _ <br /> HEIGHT IS IN ADDITION TO THE LISTED UNIT HEIGHT. <br /> (E)30'DP OWSJ (E)361 DP OWSJ 2. G.C.TO VERIFY THE SUM TOTAL OF THE UNIT,CURB,CURB ADAPTER t ALL <br /> UNIT ACCESSORIES DO NOT EXCEED THE LISTED MAX WEIGHT IN THE ABOVE <br /> SCHEDULE FOR EACH UNIT.CONTACT FOR IF THE SUM TOTAL EXCEEDS THE l <br /> LISTED MAX WEIGHT. <br /> STEEL SUPPORT — <br /> FRAMING PER PLAN 5-201 4101 <br /> E TYP TYP <br /> (E)OWSJ PER PLAN <br /> I ENLARGED ROOF PLAN <br /> 5-201 SCALE: 3/8"=1'-0" <br /> 3 RTU SECTION <br /> 5-201 SCALE: 3/4"=1'-0" <br /> / R RTU PER DETAIL PLAN <br /> RTU PER DETAIL PLAN <br /> \ppV I D p4, <br /> WASy/N�� <br /> D / ATTACH UNIT TO CURB ADAPTER ATTACH UNIT TO CURB ADAPTER <br /> / W/#10 SCREWS @ 8"O.C. W/#10 SCREWS @ 8'O.C. of,�RALi <br /> z SS/ONAL <br /> --------- <br /> 12/22/23 <br /> CURB ADAPTER PER CURB ADAPTER PER <br /> DETAIL 3/5-201 DETAIL 3/5-201 <br /> - U <br /> r g w <br /> N 6 Q v <br /> CONNECTION OF CURB CONNECTION OF CURB a <br /> ADAPTER TO(E)CURB ADAPTER TO(E)CURB z a?z <br /> PER DETAIL 3/5-201 PER DETAIL 3/5-201 E 6 <br /> weo <br /> wJg� <br /> ALTERNATE A:CONNECTION TO BOTTOM OF UNIT ALTERNATE B:CONNECTION TO SIDE OF UNIT m <br /> C <br /> 7 RTU TO CURB ADAPTER CONNECTION <br /> 5-201 SCALE: 1 1/2"=1'-0" <br /> NOTE: ~Z O <br /> W N <br /> I.REINFORCE(E)OWSJ AT ANGLE SUPPORT LOCATION 12 <br /> 00 <br /> AS REQ'D PER DETAIL 11/5-201. cc W O 01 <br /> 1/2"0 A307 HOT DIPPED GALVANIZED(ASTM (� Z <br /> AI53,CLASS D)THRU BOLT AT EA. 2.SEE DETAIL 3/5-201 FOR UNIT,CURB ATTACHMENT. Q in Q <br /> (E)CURB-----_ CORNER,EA.SIDE(8 TOTAL).MIN BOLT H J Q <br /> SPACING 7"FROM CORNER,MAX SPACING NOTES: W W C-) <br /> 12"FROM CORNER 3/I6 ANGLE PER PLAN (E)METAL DECK <br /> I. WHERE A CONCENTRATED POINT LOAD OF 75 L135 OR GREATER 15 LOCATED(DIMENSION'A')MORE (t L H_ <br /> ———————— — ——— 3/I6 21 , W 1/2" THAN 3'FROM A PANEL POINT CENTERLINE FOR A K SERIES JOIST t 6"FOR AN LH SERIES JOIST <br /> REINFORCE THE JOIST WITH ANGLES EACH SIDE EXTENDING FROM THE POINT LOAD TO THE NEAREST > N W <br /> PANEL POINT ON THE OPPOSITE CHORD.SEE SECTION A-A. W Z N <br /> (E)METAL DECK 2. DO NOT PLACE LOAD UNTIL REINFORCEMENT HAS BEEN INSTALLED. W <br /> P.T.BLKG IN DECK 3. DO NOT CUT OR DRILL THROUGH ANY OPEN WEB JOIST MEMBERS Z L>iJ <br /> B VALLEYS ONLY STEEL SUPPORT <br /> EQ EQ FRAMING PER PLAN _ CONCENTRATED POINT LOAD <br /> CENTER.LINE CENTER.LINE 'A' <br /> NOTES: r✓ OF PANEL POINT OF PANEL POINT (REFER TO NOTES) <br /> I. WHERE ROOF SLOPE OCCURS,CURB TO ACCOMMODATE SLOPE TO 3/Ib `� � — —— <br /> PROVIDE LEVEL SURFACE FOR UNIT. <br /> I/4"PL. (E)GIRDER TRUSS <br /> ANGLE TO ANGLE:TYPE I TOP CHORD <br /> 3/Ib 3/16 1 1/2'MIN <br /> DETAIL A:CONNECTION TO STEEL SUPPORT L2x2u3/Ib ISSUED/REVISIONS DATE <br /> ANGLE TO(E)GIRDER TRU55 SUBMITTAL 12/22/2023 <br /> P.T.BLKG IN DECK BOLT PER /4" z <br /> CENTER.LINE <br /> VALLEY ONLY. DETAIL A �+�/4" )j <br /> OF PANEL POINT 3/Ib I I/2"MIN <br /> A Ai A <br /> CENTER.LINE (REFER TO NOTES) CENTER.LINE SECTION A-A: <br /> /4'x2"x2'PL WASHER (E)OWSJ OF PANEL POINT CENTER.LINE OF PANEL POINT SHEET NAME: <br /> CONCENTRATED POINT LOAD OF PANEL POINT DETAILS <br /> 3/I6 <br /> A 3/I6 REQ'D REINFORCEMENT FOR CONCENTRATED <br /> DETAIL B:CONNECTION TO(E)ON5 GIRDER POINT LOAD AT BOTTOM CHORE) REQ'D REINFORCEMENT FOR CONCENTRATED <br /> ANGLE TO ANGLE:TYPE 2 ANGLE TO(E)OWSJ POINT LOAD AT TOP CHORD: <br /> q E CURB TO STRUCTURE CONN. 10 TYPICAL ANGLE CONNECTIONS II OWSJ CONCENTRATED POINT LOAD REINFORCEMENT SHEET No. <br /> S-201 SCALE: 1 1/2"=1'-0" S-201 SCALE: 1 1/2"4 " S-201 SCALE: 3/41' = I'4' `7c-201 <br /> COPYRIGHT©2023 ARMOUR UNSDERFER ENGINEERING, INC.,P.S. <br />