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K K 2X4 WD POST BEYOND
<br /> 2X4 WD TOP AND
<br /> 12 -0 4'-0" 12 -0 INTERMEDIATE RAIL 12" X 48 4 PLY
<br /> 3'-0" 4'-0" 4'-0" 4'-0" 3'-0" _ 4'-0', 4'-0" 4'-0" 3'-0" 2X4 WD NAILER 2X4 WD POST
<br /> 4X4 WD SLEEPER MEMBRANE
<br /> ROOFING PAD HEAT
<br /> CL L CL4( CL CL CL CL CL 24" WIDE EXPANDED IA ME WELD TO ROOF
<br /> A 2X4 TREATED BRANS
<br /> RFA501 I I WD NAILER _I METAL TREAD TO RUN
<br /> 2X4 TREATED WD TOP & 2X4 TREATED WD TOP o CONTINUOUS
<br /> INTERMEDIATE RAIL & INTERMEDIATE RAIL 1 -J
<br /> _.--� _ 2X12 WD PLANKING ROOF MEMBRANE
<br /> — W/ 3/4" SPACING
<br /> — II �—.__ _ --- 6»1-- BETWEEN PAD SECTION
<br /> B
<br /> 2X12 TREATED PLANKING 3/4" MESH EXPANDED N.<1
<br /> SCALE: 3"= 1 '-0" RFA501
<br /> ON 2X6 STRINGERS » » �..�ALUM. .081 X 24 WIDE 2X6 WD STRINGER
<br /> 2X4 TREATED 2X4 TREATED WD 2X4 TREATED N METAL WALKING SURFACE 2X4 WD DIAGONALWD POSTSDIAGONAL BRACIN _ ..,�t�1. WD POSTS '�-.,,�, SECURED TO WOODBRACING / WELD METAL DECK TO TUBE
<br /> 1 �—,+�'�� ' '��►..., / , PLANKING W/ 3/4" GALV. �/o Tim' Pe , / _---__ "�T `� WIRE STAPLES i _ _ - ,>• .I ill
<br /> `ter _ ` / ` /
<br /> ,. "'"' ''',►�' VAIIIII
<br /> / -0 ►' ,���' '�►�..,I I,''�'.,,.T - 2X12 PLANKING ON 4X4 WD SLEEPER
<br /> ,.� / �•..:.,,_ 2X6 STRINGERS NOTE:
<br /> �I ►, _ _ TS 1 1/2 x 1 1/2 PROVIDE TUBE OR
<br /> .�''�. T' I ~�'��, 7 3'-3" NOTE. ALL WOOD CALLED x 18 GA. GALV. EQUIVALENT SUPPORT
<br /> I OUT TO BE REATED- �_ ,X X ,x �.,��ti.:•. :: :: _ -. :::::::::.:. _:•:.. � .. :. ...:.. .❖s.�•.i--..-..w ry �... - ►�. T WHERE DECK DOES 9T
<br /> ` 2 M•JO r.x::ir4'�;-a�.-.•�w.-.-w•-.'vc - -A.. A.•.• •_�a.�.�.-e•..?ie�.yv:.0-.w: 7--.`•7.- wwaw-
<br /> .a.. .... ... :: ..... -....1._.. :t..........w!.w. _ w.e.ee.. 7-,'Mi•:.^..•rs w•rw vs..v.�•.•— _� 1 .......••... .-......... .tiA..• •...-JyJO....:i•w.owi izszt•-.-•-.--•• :• . .......•••: :-- ...f..••.•c•!i%•.•_Lei:Peiia?iiT.eD.p tifi:3A•:�:•K•wK•AD�r'1' •.'.v'w-rv...t IL.L=��� ......aa_.ae_•___.........e..:.!�M,:O.:O:. !.3w.!._ee'.4'ad�•..:r'4 .•ice y.❖w.•.-wy-.-.-. .� - -...,.,. es... ........5'".e._..a......`3.
<br /> a .�.. � ::aTe.:.:.e„!:O+:Oog•:• a2p:: :,:::;:.`.,:. ! .:-. WELD TO C6 x 8.2 BEAR DIRECTLY ON
<br /> __j SUPPORT FRAMING SUPPORT
<br /> EXISTING BUILDING 2X4 WD DIAGONAL I 12"X 48" MEMBRANE MEMBRANE ROOFINGN DUCKBOARD BRIDGE SECTIONrA-.
<br /> .�. P Iq - OVER RIGID INSUL PURLIN SCALE: 1 2"= 1'-0" DECK REINFORCEMENT
<br /> rc."..
<br /> ROOF AND FRAMING BRACING (ALTERNATING1.._.L.1 G F ROOFING PAD TYP AT & 1 1/2" MTL DECK / RF��
<br /> SIDES) ALL POST LOCATIONS SCALE: 3"= 1 '-0" RFA501
<br /> I RFA501 RFA500 RFA501
<br /> 40 24 BUILDING 40 - 25 \K2)
<br /> EXISTING CONSTRUCTION NEW CONSTRUCTION K
<br /> DUCKBOARD BRIDGE VIEW ( 1H 1 1 , 3'
<br /> . SCALE: 1/2"= 1 '-0„ RFA501 » 7 11/16" 8" 1 '-8 5/16
<br /> ‘......../ 1 -8 6 10 3/8
<br /> FLEXIBLE EXPANSION - - L. 1 -: 1 6
<br /> JOINT NIIPlit
<br /> _ _ - ADDITIONAL C6 x 8.2 4x4 T 1 2" �° 0 I �� ' z SUPPORT FRAMING FOR TREATE WD NAILER CONT.
<br /> / 16 0 EL. 214 9 5/16"±(EXIST.) �. I EL. 215 -4 13/1 6"± J
<br /> �I I I I ROOF DRAINS ONLY
<br /> E EXIST. I I BLDG EXPANSION JOINT
<br /> 24 GA. CON . SHEET METAL FLASHING
<br /> ,.,� ,� BLDG / 40-34 METAL EQ. a EQ. COVER
<br /> 40-24 1` I COPING - - (FIELD MEASURE)
<br /> ELEVATION ) ) II
<br /> EE DWG. RFA350 FOR DIM2x8 TREATS WD NAILER CONTC68.2 FRAMING MESE1FGDB -EDGESF4CT o W08 �� �,1 EXPANSION JT. oc i - o' w ►� -.� � -- L3x2x1 4x3 LONG CLIPS w/ 1/20x
<br /> 18 GA. GALV. STL. BENT PL. -,
<br /> SECURED TO WOOD { JUNCTION UNDER o y� „
<br /> PLANKING W/ 3/4" 4'-0" 4'-0" 4'-0" 4'-0" I I BLDG, 40-25/35 'L �"-�---- - TACK WELD TO SAVE STRUT - �► i 2 1/2 LAG SCREWS © 48 O.C. FIELD
<br /> r 1 _ ' �1 •
<br /> , WELD TO STRUT (3/16" FILLET x 3")
<br /> GALV. WIRE I I I 1 _ A c I o1 El 2" RIGID INSULATION - - �► _- 4x8 TREATED WD NAILER CONT.
<br /> STAPLES , t 1t - ►
<br /> �., a .-........-.-.-..... 4'.. ..-.-.-.-.-.-.v.-..-.-.-#$;-' = \ IL\ — - N1 MEMBRANE FLASHING �► - - t
<br /> -•� 2x8 CONT TREATED WD NAILER
<br /> L_____±
<br /> �������������h����������a����������a�������i. �a�h K� _ ! It \ o CONT. 18 GA. GALV. CURB - % - ` , ( %_ _ ,-'�� I' PARAPET T.O.S.
<br /> .........•.... ......•........ ---7_ �� I I w w IT --- -T� EL 214 -6 5 16
<br /> w MEMBRANE ROOF �� �� /
<br /> tt , � t � � � tt METAL BLDG . : BLDG 1I »
<br /> L_ �� 4"____ 4 II L4x4x 1/4x0 -3 LONG CLIPS
<br /> 2x12 TREATED WD PLAN COPING 40-25 i 40-35 EL. 215'-8 13/16"t RIGID INSULATION
<br /> / / /
<br /> PLANKING ON 4x4 I I ��� 24" O.C. w 1 2"�x2 1 2"
<br /> F I •• oo LAG SCREWS INTO EXIST NAILERS
<br /> TREATED WD SLEEPERS EL. 215 -8 13y 16 f I 1 EL. 215 -4 13/16 f L_ .-1 �����.........����♦� �����+.4+4 � \ ,...__.__
<br /> RFA501 RFA500 PURLIN N SPACING i�i��i�i�iO��ii�i �i�i ��i�i� �i�: i L — --
<br /> DUCKBOARD WALKWAY D � -- .- , -,
<br /> /
<br /> SCALE: 1 4"- 1 '-0" µry, I � ,I�� I D C .. .. .�. .. .1
<br /> / RFA350 RFA501 I //, II \, I RFA501 RFA500 Z
<br /> -\_
<br /> �/ RFA501 1 1/2" MTL ROOF DECK I I DO NOT DISTURB EXISTING
<br /> 1'-2 3/4" 7" 1'-2 5/8'' ROOF OPENING FRAMING PLAN - EXTEND CURB OVER 2 FLUTES ROOF MEMBRANE, NAILERS,
<br /> OR INSULATION
<br /> t 3'-0 3/8" NO SCALE RFA350 RFA501 PURLIN & SUPPORT STL
<br /> /---
<br /> IPER STRUCT DWG
<br /> --- 1 .... ----
<br /> MECH CONTRACTOR TO • 11 A N1 • ` ` 1- PLAN n 1. . , , -�-„_,„
<br /> MEMBRANE FLASHING --r- --IF PROVIDE MTL FLASHING, T— SCALE 1 "= 1'-0" RFA161 RFA501 DIESEL GENERATOR EXHAUST PIPE-
<br /> CLAMP & SEALANT, PIPE "...—./
<br /> SLEEVE & STEEL MOUNTING PIPE FURNISHED BY 8"0 W/ 3 1 2" INSULATION AND
<br /> /
<br /> Th/Z
<br /> PLATE. MECH CONTRACTOR I ' - ALUMINUM JACKET. PIPE EXPANDS ! EL: TOP �CHOORD OF TRUSS _ _ _ EXISTING 40-24 BLDG
<br /> o �' � SEALANT SEALANT ,I 1 1/2 VERT. WHEN HEATED. STRUCTURAL STEEL
<br /> 1 MEMBRANE ROOF OVER ' i ;. SEE MECH. DWG. M504
<br /> RIGID INSULATION = MEMBRANE STAINLESS STEEL CLAMP I EIPISTAINLESS STEEL CLAMP
<br /> 6
<br /> I FLASHING IIII I I I � 1 ������
<br /> 6„ STAINLESS STEEL RAIN 18 GA GALV. MTL. CONE
<br /> �. . T N I COLLAR I O �; I �, FASTENED TO ROOF
<br /> ��, z DECK
<br /> MEMBRANE ROOF OVER ;� 'r� o THE EXISTING 40-24 BUILDING IS SHOWN
<br /> 1 RIGID INSUL I `� BUILDING 40 - 25 BUILDING 40 - 24 DASHED. ALL WORK SHALL BE PERFORMED
<br /> / ;. - IN A MANNER THAT WILL RESULT IN MINIMAL
<br /> 1 --# \ - -• - *8 MEMBRANE FLASHING NEW CONSTRUCTION EXISTING CONSTRUCTION
<br /> 1 , "'--------- 1 �, „ — DISTURBANCE OF THE EXISTING ROOF
<br /> _.. 1 e - . SYSTEM.
<br /> 1 1 1 1/2" METAL DECK n ;. ��-►---�-�-��-r.-��►--��-�-�-�
<br /> C6 x 8.2 ROOF o 1 1/2" MTL DECK ����� _�;
<br /> PIPE BRACKET
<br /> FRAME - SEE FASTENED TO 1
<br /> DETAIL 7/RFA501 I PIPE SLEEVE (BY MECH PIPE & TO ROOF EXP. JT. DETAIL BETWEEN 8 AND 11
<br /> ONLY FOR PIPES CONTRACTOR UNDERSIDE OF - i~ „
<br /> L_T_ NOTE. FOR STRUCTURAL „ i 1 1/2 MTL DECK SCALE: 1 1/2"- 1 '-0" RFA161 RFA501
<br /> LARGER THAN N VENT PIPE THROUGH ROOF DECK f ,1 - L___`.�, PENETRATIONS PROVIDE I -
<br /> 12" 0 O.D. ----n 1 SIMILAR MEMBRANE �� v RFA501
<br /> �� (BY MECH CONTRACTOR) ly�___�r FLASHING AND SEALANT.
<br /> 12" 12"
<br /> 1 " ii ii ti it
<br /> C6 X 8.2 FRAMING '�
<br /> ie_>._y
<br /> MIN TYP PIPE & DIESEL EXHAUST PIPE DTL r-c
<br /> "HOT" VENT ROOF PENETRATION E VENT STACK DETAIL n SCALE: 1 1/2"= 1'-0" RFA350 RFA501 FOR REFERENCE ONLY 6" 3„ 0 2' a THE AUSTIN
<br /> W.O. NO.
<br /> COMPANY 90-5500DD
<br /> SCALE: 1 1 2„= 1 '-0" Q
<br /> SCALE: 1 1/2 = 1'-0" RFA501 / RFA350 RFA501 . „.- , ..,., CONSULTANTS ARCHITECTS SM. No.
<br /> "'� ENGINEERS CONSTRUCTORS
<br /> . p
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ❑ AUBURN WA. 98002 ACCEPTABILITY DRAWN BY DLH 12DAT 20-90 E SUBTITLE SYMBOL DATE a
<br /> t WA 9 8 O 0 7 THIS DESIGN AND/OR CHECKED ROOF
<br /> DETAILS LAST REVISION
<br /> rn
<br /> RECORD DRAWING ISSUED TO OWNER DAW DAW 4-29-94 ❑ BELLEVUE, f� f
<br /> 1� neth�.•e f� f SPECIFICATION IS APPROVED LMV 12-20-90
<br /> = EVERETT, VY� :59 • C824)(-V7t)U GMT) ENGR. TITLE
<br /> FACILITIES DEPARTMENT ❑ KENT, W 9 APPROVED BY DEPT. DATE CHECKED DAW 5-30-90 RETFA50 1 OF
<br /> ❑ PORT_AN D 0 � DK BEC 8/19/91 DAW 5-30-91
<br /> APPROVED BUILDING 40-25 JOB NO. I
<br /> ' COMP NO. .0,
<br /> ❑ RENTON, WA. 98055 JCS 8-19-91 0
<br /> 0 SEATTLE, WA. 98124 APPROVED ARCHITECTURAL MASTER EVERETT, WA. DWG Na 40-25-RFA501
<br />
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