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2 3 4 5 6 7 B q 10 <br /> 3 00 <br /> 00 <br /> 2'-3"+ q'_b�'+ PER TABLE a�lUS j F <br /> V.I.F. V.I.F. O <br /> r 1 V)z <br /> RTU PER PLAN <br /> 0�0 <br /> 10 ��� W z a0 <br /> 5-201 �r" Q=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 z M O J <br /> L{—(E)RTU NAME MAX UNIT WEIGHT 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 1. 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 00 <br /> ~ <br /> 1/2" AS REQ'D PER DETAIL II/5-201.0 A307 HOT DIPPED GALVANIZED(ASTM ` City of Everett Permit Review cc U O <br /> AI53,CLASS D)THRU BOLT AT EA. 2.SEE DETAIL 3/5-201 FOR UNIT,CURB ATTACHMENT. EV_ERETT Status:Reviewed for Permit Q /n Q <br /> (E)CURB-----_ CORNER,EA.SIDE(8 TOTAL).MIN BOLT ...... h J Q <br /> 01/18/2024 12:12:55 PM <br /> I?ACING T FROM CORNER,MAX SPACING NOTES: W� U <br /> S" CORNER I. WHERE A CONCENTRATED POINT LOAD OF 75 L135 OR GREATER 15 LOCATED(DIMENSION'A')MORE (t� H_ <br /> FROM <br /> 3/I6 2" 1/2' (E)METAL THAN 3'FROM A PANEL POINT CENTERLINE FOR A K SERIES JOIST t 6"FOR AN LH SERIES JOIST, W � F- <br /> REINFORCE THE JOIST WITH ANGLES EACH SIDE EXTENDING FROM THE POINT LOAD TO THE NEAREST > N LJ <br /> 3/I6 ANGLE PER PLAN DECK Ln <br /> PANEL POINT ON THE OPPOSITE CHORD.SEE SECTION A-A. W Z N W <br /> P.T.BLKG IN DECK (E)METAL DECK 2. DO NOT PLACE LOAD UNTIL REINFORCEMENT HAS BEEN INSTALLED. <br /> B VALLEYS ONLY STEEL SUPPORT 3. DO NOT CUT OR DRILL THROUGH ANY OPEN WEB JOIST MEMBERS L>iJ <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 /> 1141,PL. JV (E)GIRDER TRUSS <br /> ANGLE TO ANGLE:TYPE TOP CHORD <br /> 3/Ib 3/16 I I/2"MIN <br /> DETAIL A:CONNECTION TO STEEL SUPPORT L2x2x3/I6 ISSUED/REVISIONS DATE <br /> ANGLE TO(E)GIRDER TRUS5 SUBMITTAL 12/22/2023 <br /> P.T.BLKG IN DECK BOLT PER 1/4" z <br /> CENTER.LINE <br /> VALLEY ONLY. DETAIL A w+�/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/7r 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 />