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MEMBRANE FLASHING
<br /> N AND S.S. CLAMP 0.9 24 GA. GALV. STL. COPING 0.9 2 x 10 TREATED WD. NAILER CONT.
<br /> BY GENERAL CONTRACTOR
<br /> 2- 2x6 TREATED WOOD NAILERS 2x8 TREATED WOOD NAILER CONT. -. 1'-8 _ SCREW w/ NEOPRENE WASHER
<br /> FASTENED TO CURB FRAME W/ EQ EQ - 24GA GALV NAILED TO 4x6 NAILERS (SLOPED) TO GIRT LINE MASTIC SEALANT
<br /> 1/4"0 SELF TAPPING SCREWS 24 GA. GALV. w #10 WOOD SCEWS @ 12" O.C. ROOF DRAIN AROUND DRAIN
<br /> * SEE / STL COPING 4x6 TREATED WD. NAILER 8 5/8" 9 1/4"
<br /> © 4 0 O.C. STAGGERED AND CAP FLASHING _ INTO 2 x 10 AND UNDERNEATH
<br /> --r - BELOW _ ---1
<br /> SET OVER 1/2"0x3 1/2" LONG MEMBRANE @DRAIN
<br /> COUNTERSUNK - - - �„ 2-4x10 WD. NAILERS CONT.
<br /> L 2"x2"xl/4" CONT. �X�, I MASTIC I THREADED STUDS WELDED TO MEMBRANE ROOF
<br /> ��-. SEAL PIPE EAVESTRUT @ 32" 0.C. - COUNTERSUNK 1/2 x 5 LAG
<br /> WELD TO VERT TS - SCREWS @ 24" O.C.
<br /> ►� I - MEMBRANE TO COPING ' I -'�♦w N COUNTERSINK FOR NUT +I d- w _
<br /> INSULATION : .. z ';��"' ♦♦ o ' ♦ 'Y' \ \ i
<br /> ►♦i
<br /> 2 MEMBRANE FLASHING
<br /> P: ►S 1 COUNTER ♦♦ AND WASHER ��, �, ♦i
<br /> TS 2 x2 x1 4 @ 6 -8 !. ►.� » �� ), A►♦♦� - �,, _ 18 GA. GALV. SHT. MTL. BENT PLATE
<br /> / ►. ►.� 5 3 4 _ FLASHING 24GA ►♦ 4 .w�
<br /> / 1
<br /> /� TACK WELD TO EAVE STRUT
<br /> O.C. VERT. i �� ►� h -/ �_ GALV1—,,Illtri
<br /> % A ���1 `- A rr ♦i� » _
<br /> PREFABRICATED METAL I • .. 1--- - -MEMBRAN-E- STL. ►♦♦i i ., i. .42 - 2 RIGID INSULATION / Ilik ROOF CURB, CONT. 1 . �.� ROOFING COPING ,� ..� �II
<br /> ►♦� � PARAPET T.O,S. - - �l�l.
<br /> •�...►. .. i �� +-FeR
<br /> APETT.O.S. +Q ii�i�i�i�i'♦�i♦i�ii�.. .
<br /> \ - -�-��--� �•� , „ ;, - -I- �= � MEMBRANE FLASHING ♦♦♦♦♦♦♦♦♦♦♦�.. _ Li!
<br /> _ �: I ►:�1-----�-�- - - WELD PIPE TO I ,>♦♦� IEL 214 -6 5 16 214 -6 5 16 r --------1 .♦. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦;.... .. f - --- i . ♦♦� / r, I CONT. 18 GA. GALV. CURB
<br /> ...........0.❖o '.%.o❖.•oo C-CHANNEL I ►i♦i — ♦ .�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 5
<br /> • 000000000�0000000�0�0000 i ►♦♦� MEMBRANE FLASHING ►♦♦ !.!♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ 1,4114�,
<br /> MEMBRANE ROOF \
<br /> ........................•• BY ELECTRICAL .. . ♦♦ CONT. CLEAT ♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦---
<br /> .•.00000�.0•.000000oo0o•O.000• CONTRACTOR I :
<br /> 1„ �- ► %_ •♦♦ -- ' ►�� ,� - I®i ‘�
<br /> Z BAR S U BG I RT ►♦ -ice :4 - � �_
<br /> .,.,.,.,.,.,.,...,.,.,.,.�.,.,.,.,.,.,.,.,.�.�., I• NOTCH SIDING - ►♦♦41;' ��--��i�iSiti�%44444►�►'1► 40/114 ' ,- � , ♦'-�&A-"*:-_:1'i•- .• A ����.�.t. RIGID INSULATION _\__ 11----R---- - I
<br /> r_ _ �� LINER PANEL - - #10 SELF-TAPPING SCREWS - -♦- ♦������► •••••�������♦ II
<br /> „ 7
<br /> I i REQUIRED �. _iL____ _ ,; , , I © 12 0.C. INTO CHANNEL %-;-:-
<br /> wd LLAVI
<br /> / FOR PIPE �--; 1�-I I /1,,
<br /> BLDG 40-25 I BLDG 40-26 INSTALLATION I STEEL ANGLE WELDED TO MTL SIDING PANEL 1 1 2" MTL DECK' �' tiI
<br /> _ PURLIN / C 6 X 8.2 REF. MECH DWG
<br /> BY ELECTRICALSUPPORT STEEL W/ U BOLT
<br /> 4"x4"x1/4" PL. WELD I INSUL & LINER FOR DRAIN LINE ���
<br /> CONTRACTOR �� ANCHORING CONDUIT PIPE
<br /> TO PURLINS & TS �� �, BY ELECTRICAL CONTRACTOR PANEL , SUPPORT STEEL
<br /> @6'-8" 0.C. �� I ACCENT PANEL ;i
<br /> SEE STRUCT DWGS
<br /> THREADED STL PIPE ' ,
<br /> I I STRIP
<br /> r .7 H // 771 --11114440I --� I ,
<br /> SEE STRUCTURAL I I �„ .
<br /> DRAWINGS FOR NOTE: SCREW ATTACH ROOF ALIGN w/ EXIST. ROOT- DRAIN DETAIL
<br /> ROOF STEEL CURB TO CONT. L OR »
<br /> VERT. TS I I SCALE: 3 =1 -0
<br /> NOTCHED MTL CLOSER RF��
<br /> BY SIDING CONTR.
<br /> v/ .� L /
<br /> V
<br /> NOTE: REFERENCE DETAIL 3/RFA500
<br /> ALL WORK SHOWN DASHED FOR BALANCE OF NOTES . ROOF CURB DETAIL E G 1 RFA500 3'-0" TYPICAL
<br /> IS PART OF BLDG. 40-26 * FLOODLIGHT 2" DIA GALV. THREADED STEEL PIPE w/ , »
<br /> CONTRACT THREADEDSCALE: 1 1/2 = 1 -0 RFA16ORFA500 A60 RFA500 A547 RFA500
<br /> BOTTOM ONLY. ��
<br /> * OBSTRUCTION LIGHT 1 " DIA GALV RIGID STEEL CONDUIT W/ MEMBRANE ROOF ROOF DRAIN I RIGID INSULATION
<br /> THREADS BOTH TOP AND BOTTOM MEMBRANE FLASHING OVERFLOW DRAIN MEMBRANE FLASHING
<br /> ROOF CURB AT COL. N
<br /> c FLOODLIGHT SUPPORT DETAIL (F5 ( G /� __ RIGID INSUL ;
<br /> SCALE: 1 1/2"= 1 '-0" RFA160 RFA500 SCALE: 1 1 2"= 1 '-0" ! - � _a
<br /> / RFA16.../ RFA350 3'-0 3/8 ( If"
<br /> :2��::~?:::::::i!:�w•�i!:?::�::�00:?:?:��0 I issue. E.... - "gi:•:-:•:••••:-:•:-:-:•i0:-:-:-�0:❖:-i:-:•�
<br /> K K » » , „ ❖:• ❖:•i : ❖:•3i� :❖:-••�•:•:� a t r 'y'-;:.v - •.y-•:►w. r�w�rra-r�r-•-.a.
<br /> EXPANSION JOINT COVER IN B - 000.❖.•.-. . . . .•. ti•.-.❖.•o�.. jos- ,•,r,,.,.,.,.,••••••••.••••o.... ,,,-•w.••••,-,-,••••••w,.,•,,•�.❖.•.-.1 r-o o,,.,.,.,.,.,.,.,.,.,,.,o,.,.�.❖.•�
<br /> BLDG. 40 35 1 -2 3 4 7 1 -2 5 8 ❖.❖.❖.•.o-.❖.❖.•.�.•.-. i► .-,��.....•o❖.❖.••s,.,.,,.,.;.a,;.;e.•;.;.;.❖.-.•.;.;.•.o❖.❖.❖.•.oao❖.❖.❖.❖.;.:.; h� .,.,.,..,-,--.,-,-•-, iii,-,•,:�,-,o.•o•,-o.•,,
<br /> 3 0 CONTRACT / / 1 , �. i!•!•!Q•!••s!•!•!.! Q•3!:!:!w0•!.!:?:!:!:!:!: :!•w•:! :!a• :'ramIti ..••I ,,.,•,tatt••,-,•,.,,,.,t:
<br /> " 24 GA. SHT. MTL. FLASHING 11 1/2" 11 1/2" r- - •� " =�,1
<br /> II
<br /> EXPANSION JOINT 7 11/16 8 1 -8 5/16 _ W^ '11 f - I „
<br /> COVER _ 4x4 TREATED WD NAILER CONT. C6 x 8.2 (TYP.) "�
<br /> (FIELD MEASURE) 4x4 TREATED WD NAILER CONT. SCREW w/ NEOPRENE WASHER (TYP.) `- N 2
<br /> BENT PLATE I
<br /> .. /r..
<br /> Lam, 2x8 TRATED WD NAILER CONT. 2 x 10 TREATED WD NAILER CONT. NAILED \ \ ♦♦ ♦♦. I 4 x3 x1/4 x0„3 LONG ® ; ,�
<br /> 24 GA. SHT. MTL. FLASHING �, o " _ TO 4 x 10 \ ;_._ CLIP w/ 1/2 �x4 `-'C 1 1/2 MTL ROOF DECK
<br /> VERT) & 1/2 0x2 1/2
<br /> 24 GA. SHT. MTL.. COPING \U' I � ���, 4x10 TREATED WD NAILER CONT. 24 GA. SHT. MTL. COPING --� ;�* I I ' -1a � -REF. MECH DWG - FIELD WELD CHANNELS
<br /> �� HORZ) LAG SCREWS C ,- FOR DRAIN LINE i , „ » TO PURLINS BEYOND
<br /> 18 GA. GALV. STL. BENT PL ' 7-1 ' �- 24 GA. C NT. SHEET METAL FLASHING #10 WOOD SCREWS @ 12" 0.C. INTO NAILER _�r/� , _``-;`---1�____ , @ 24 O.C. 1 0 1 0
<br /> TACK WELD T - ♦► ,� � » N' �� �'.�=._ �=z�----- �,
<br /> 0 EAVE STRUT ,�I L3x2x1/4x LONG CLIPS w/ 1/2�x 4 x IO TREATED WD NAILER CONT. ��� == — rr '` ALL WORK SHOWN DASHED
<br /> �� 2 1 2 G SCREWS @ 48 O.C. FIELD \ ��
<br /> 2" RIGID INSULATION N �� _ / L3x2X1/4 x3 LONG CLIPS w/ 1/2 0 x 2 1/2 :- IS PART OF BLDG. 40-35
<br /> ♦ WELD TO TRUT (3/16 FILLET x 3 ) LAG SCREWS @ 48 O.C. FIELD WELD TO EAVE ROOF DRAIN DETAIL (,..F.)
<br /> MEMBRANE FLASHING N� 41 r�_� » `- ��� � � � � CONTRACT. „
<br /> �� 1 ,, u__ - CONT. CL AT STRUT (3/16" FILLET x 3 ) I r I SCALE: 1 1/2 = 1 -0 RFA350RFA500
<br /> CONT. 18 GA. GALV. CURB 4 ___ I I I Y Y L PARAPET T.O.S. PARAPET T.O.S. 2" RIGID INSULATION ♦♦ -`� , y ��
<br /> MEMBRANE ROOF .♦ n \I II I EL 214'-6 5/16" EL 214.-6 5/16" P♦♦
<br /> ♦i4" _ 4" I L4x4x1/4x1'-3" MEMBRANE FLASHING w/ OVERLAP AND %i III FUTURE
<br /> CONSTRUCTION
<br /> LONG CLIPS 24" O.C. w/ ♦♦
<br /> RIGID INSULATION I I 1/2"0x2 /2" LAG SCREWS INTO EXISTING NAILERS WELDED SEAMS PER MFG. REQUIREMENTS �♦v:
<br /> L.
<br /> ___ � _ �♦ 1 EL. VARIES INSIDE DIMENSIONS OF CURB
<br /> %♦♦ \ N ♦ I PER MECH CONTR SHOP DWG'S
<br /> 3444i♦i \ EXISTING "ARAPET1 RIGID INSULATION ��♦♦♦♦♦♦♦♦♦♦v:♦♦�♦v:♦v:♦��iviiO��iiO�iii♦i���i♦♦♦�i♦i♦i�♦ � \\ . % %%iviv:%iviviv:%•%%i��♦�%%i��%i�i♦i♦ L SEE SCHEDULE ON SHEET RFA350
<br /> 11-
<br /> . .. .y - --- 18 GA SHT. MTL
<br /> i� C�...a- -1 I II I »
<br /> 1 ��- - � CONT, TACK WELD "� ` � F--- -' r 2x2 TREATED WD NAILER
<br /> W/ 1/4 SELF TAPPING
<br /> 1 1/2" MTL ROOF DECK I • DO NOT DISTURBS EXISTING ROOF TO DECK S _3 SCREWS @ 2'-0" O.C.
<br /> MEMBRANE FLASHING
<br /> E • MEMBRANE, INSULATION, OR NAILERS J COUNTERSUNK
<br /> EXTEND CURB OVER 2 FLUTES , L___,___ HOT AIR WELD TO r- -
<br /> PURLIN & SUPPORT STL REF. STRUCT. DWG. A
<br /> I ' MEMBRANE ROOF
<br /> PER STRUCT DWG - � �, � •
<br /> FOR ROOF STEEL - I� I---, ,---� MEMBRANE ROOF , PREFAB METAL INSULATED
<br /> OVER RIGID INSUL • z CURB FASTENED TO DECK -
<br /> I j j I \\ I � . w FURNISHED BY MECHANICAL
<br /> OP CH I I _ _12 -H 1 \ _ _ - • a CONTRACTOR.
<br /> i . T CHORD OF TRUSS
<br /> TOP CHORD OF TRUSS \__%___ _ _ �. ��.. - ����
<br /> EL: 212 -0 11 EL: 212 -0 - - - - r" i♦ ! ♦��•���� ��_* 1�►�I ►
<br /> II 1 \\
<br /> U ,
<br /> c'
<br /> II
<br /> R 11I - SEE SCHEDULE RFA350
<br /> I I I I ' I NEOPRENE CLOSURE
<br /> il
<br /> li_i__ I 1 1 2" METAL ROOFc
<br /> y� / DECK C6X8.2 FRAMING
<br /> BUILDING 40 - 25 BUILDING 40 - 24
<br /> BUILDING 40 - 25 BUILDING 40 - 35
<br /> NEW CONSTRUCTION EXISTING CONSTRUCTION THE EXISTING 40-24 BUILDING '1' ROOF CURD DETAIL A 7
<br /> IS SHOWN DASHED. ALL WORK SHALL BE ISCALE: 1 1/2"=1'-0" RFA350RFA500 A519 RFA500
<br /> ROOF EXP. JT. DETAIL G H PERFORESULT�IND IN A MINIMAL� DIISTURBANCE NER THAT WILL
<br /> OF THE ROOF EXP. JT. DETAIL ("(5 �'� ..........SCALE: 1 1/2"= 1 '-0" RFA160 RFA500 A6O RFA500 EXISTING ROOF SYSTEM. SCALE: 1 1/2"= 1'-0" RFA161 RFA500
<br /> 1 RFA501 FOR REFERENCE ONLY a THE AUSTIN W.O. NO.
<br /> 90-5500DD
<br /> COMPANY
<br /> SEQ. NO.
<br /> CONSULTANTS ARCHITECTS
<br /> ENGINEERS CONSTRUCTORS
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ElAUBURN, WA. 98002 ACCEPTABILITY DRAWN BY DATE SUBTITLE SYMBOL DATE
<br /> DLH 12-20-90 LAST REVISION
<br /> RECORD DRAWING ISSUED TO OWNER DAW DAW 4-29-94 ElBELLEVUE, WA. 98007 THIS DESIGN AND/OR CHECKED ROOF DETAILS
<br /> o � �,� SPECIFICATION IS APPROVED LMV 12-20-90
<br /> SHEET
<br /> •! #z EVERETT, os: owe o MT) APPROVED BY DEPT. DATE
<br /> ENGR. DAW 5-30-90 TITLE OF
<br /> FACILITIES DEPARTMENT ❑ KENT, cHECKED RFA500
<br /> ❑ PO RTLAN D ` ` DK BEC 8/19/91 DAW 5-30-91
<br /> APPROVED BUILDING 40-25JOB N0. COMP N0.
<br /> ❑ RENTON, WA. 98055 JCS 8-19-91
<br /> ❑ SEATTLE, WA. 98124 APPROVED ARCHITECTURAL MASTER EVERETT, WA. DWG NO. 40-25-RFA500
<br />
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