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Plans 04/14/2004 09:51 FAX CONSERVATEK IND Z 002 _a: CERTIFICATE OF REGISTRATION Quality Management System • This is to certify that: B Ut P 000 L e — 0 0 0 S `e. Conservatek Industries Inc. l 65 go S w c i' A V' 498 Loop 336 East • • • Conroe .f . t : : ;,, , % Texas �' ```' ' . •. USA . , Y 1 a rl : , • S : 1 t ▪ +.: 3} > u :4'.. 77301 ▪ Y Hold Certificate No FM 35632 ''.'':' 4 •••. and operate a Quality Management, System, which complies with the requirements of BS EN ISO? 00 12000 for the Y Y. �.l following scope �; Design, fabricatioin, and s of aluminu space frames, geodesic domes and other roofing systems ; and 5truc{ural products for the municipal, industrial, bulk storage and architectural; ::,':;::: markets worldwide { ' } !4 y r`; 'r1:a ; :: s::r ^ . . te: 5. .:. { 1. I^*`, 1 } � r � 0 f 1 ":.: • ••±: • a 1 • . ''',,A i , Sr r i s •••i s i :G' H ' xt. 4 t a 'i� $ • For and on behalf of BSI, Inc.: • a„ i 'x., , a • Y � $ . e" i s yta ,t c a s w'r` 4.4.;. i 4 • rte I } ;'.. ••,7,•"r SY v > ° a 0.h.' 1 � . : i � '�' ff • : 2 - i.'ti ! V at 1` ' ' .. , , Ix ....,4,4:1.,.............,:,....:.-:.: :.••• ' :::•::':''';‘• . ., ;c ' � � rgr j ,✓ ;,tr :.. ...„. • President ',- ;. fir ,4........„..... .4a.�,,.., :, ^..._: ,p;.• : - ..:'" Y5; :;.-'..: 6rY t y . ' • K.,, ' .._, :'L•" ..ma ` !y.. k.'`.' r v Originally registered 2 Dec 1996 ' -' ' L atestissue: 25 Jul 2003'° :. , :i Page 1 of 1 r: . y' •• • •' �' " � 'as - - " ., � ; U KAS try Ns ° a QQ OIMMAi M1iM c...0... MANAGEMENT ! EIY 003 'P ■ This certificate remains the property of 85I, Inc It does not expire but is contingent on meeting agreed contractual marissuessiminsimenzatamintimmt requirements. Validity is maintained through a process of continual assessments and strategic reviews. To check validity call 703 437 9 000 or visit wwl,v.bsiamericas.tom, TO be read in conjunction with the scope of registration shown above er on the Management attached appendix. Americas Headquarters: 851. Inc. 12110 Sunset Hills Road, Suite 1A0. Reston. VA 20190, LISA. Systems I— Lc. Iv 0 0 4. 0 m CA N 74 i58x4xffl js 23 Ti 114 N O L ' 3 Q 114 - 1 N faig HOLES (TYP.4) O A i0 6 HOLES (TYP -2) 1 • 1 iiiiimmim‘ ).:.) I \C) Nu 0 - a ' a . / 7.; .:\ .. -- - — I 2 2 CI a a Z C Q Y 9 r MI 0 CI 1 J o 1 } 1111 II A 0 d 2 - 2 _ , _ _. 34 4 T r I b II d 3116 , 0 1 1 SECTION A -A 4 P.. Nark 252 -1A 3 • Vie ort Scala I-4 I p ...lo k M. oryoXny. QV C I ramey. WNW, D.. N.f.al o.oib' Ure+x TubJM. Fab )T ES: . 3q 41. To 11141 Chrd L4A Canssn+elek Intfue1dt55, Inc. Inc. tui a at 1. TOLERANCE = R1 LAND- LAND- 1 1Q 114 51 RA IW % . 61■ ta..w K. N 174. :.> x.r D. To.. MP - OTT RwnR 13 T EFe .FLAT014 CEMF ER U.N.O. e 1 te'a.5]. M.A lt X 004.41441 Show. !u CDlllwl 3 < 1 T511.01 'IKI 1'U D! O 4 . e 1 1.1 5 f.ltATE O M R.r1.14d U.S. rns.DD.OR S Ca Shop Wed Uzi o..ou, CMsiei car 0 N . to Is WNI.A FDG /01.0.6. 0117444 7. e. - e.1 d.hi...,ey Ulr•Pry booed To 1 on Td. R. c.a.4I 5e.r. Wrap x.. 5. X S. Lem - I IP""w L to 0 ?11130 F 252 -1 70 • ea 111111116. 0 a r N 0 0 0 CO ND 0 1D o0 z u o < ,Ti Zr i ioi g Lrl • w - W , m z o WO v is EXISTING JOIST FUO Y1 g o N PC 252 -1A `i fit <�� $ 304 S.S. O O O 1-w '� 3X3X 1 / PC 252-20 61(4X1 /4 TUBE YATH 0 3Z uo ALUM ANGLE 1/4 THK E COED 0 0 0 -/ BASE PLATES O 2 I) °a ?, h L am ] ~ ".111\ I `-� I f r 1 z PC 253 -2h PC 252 -a 6061 -T6 3X3x I 4 2 0 ALUM ANGLE 5 /B" x 7 5/8" g: - z II ADHESIVE ANCHOR 111` - o 252 -1 A 304X v $ _ b 304 S.S. TUBE . I �` /// S.S. U N LJ J z Q tri OC W 1-1 0 o C 1/2" x 2" RHO d p „ i 0 O D_ I (J �i� \J � Q! U O ID PC 252-2b 0 0_ > o 3X3X1/4 6081 -T6 ALUM p Q 1 ANGLE VENTLON ISOLATION GASKET. O < U f FIELD CUT AS REQUIRED. O Z I" P T ' C / F C I-� PC 252 -2b-� ' y O $ D 6061 -TS ALUM ° v - • • _ 3/8 x 3 3/4" EXPANSION ANCHOR Q {FIELD LOCATE) PC 252 -2c H R. h ,S.: , � V - 2X2X1/4606I -76 E n r Q \--PC 252 -26 (HELD CUT TO LENGTH g' r 1 DUE TO EDGE DISTANCE CONCERNS FOR THE ANCHORS d i J X 3 X 1/4 & MATCH DRILL) ? r THE 9JPP COWMNS WILL BE FIELD MODIFIED WITH Q 6061 -T6 ALUM 1 A SINGLE HOLE IN THE MIDDLE AND THE COLUMNS HILL - - Q ANGLE $ m o 4 E BE ANCHRED WITH ONLY TWO ANCHOR BOLTS INSTEAD • (HELD LOCATE) OF THE ORIGINAL 4. I I g i 3/8" M 3 3/4" EXPANSION ANCHOR I i g o Q , a a I DETAIL 0 E COLUMN SUPPORT DETAIL JOIST SUPPORT m o g 6 4 - - t � a z _ 0 r, H X 0 P Jii EXTFUDE}t FLAT C• i'VFR �. o ; 6 : 67° 2 : :,` ' � I 111110 xQ6 N +' r S Hil tl V AIVA\CF �� Z� w 0 d N 3 Z c°�o N .. .� !-� 00 0 o� W T 1 �. fl AR __ ����' D I _ . o z Yu) o z: N-N W Q W a wlr a N a ” d- < <CO XE CONSTRUCTION DRAWI \GS FOR RAISI \G & ROTATI \G JOIST F W ° 0 >P .,x, SUPPORTED EXTRUDED FLAT COVERS ON THICKENERS No. 1 8c 3 �° zo Z� .o. � 0. o?j ¢ U \ GENERAL NOTES: TABLE OF CONTENTS TABLE OF CONTENTS 00 w - o 1. FLAT COVER TO BE RAISED AND ROTATED ON THICKENERS No. 1 & 3 DWG NO. REV NO. DRAWING TITLE DWG NO. REV NO. DRAWING TITLE U 2. UNLESS SPECIFICALLY NOTED, ALL ALUMINUM MATERIAL W IS MILL FINISH. IL Cl 0 COVER PAGE E20A 0 THICKENER No. 1 PLAN VIEW ~ I SHALL BE MADE TO PARTS FURNISHED WITHOUT WRITTEN 3.NSO SUBSTITUTIONS, REPAIRS, OMISSIONS OR ALTERATIONS E1A 0 THICKENER No. 1 PLAN VIEW E200 0 THICKENER No. 3 PLAN VIEW 0 '� APPROVAL FROM CONSERVATEK. E 1C 0 THICKENER No. 3 PLAN VIEW E21 0 JOIST DETAILS I 0 4. ALL BOLTS AND FASTENERS ARE 300 SERIES STAINLESS E2 0 JOIST DETAILS I E22 0 FLAT COVER DETAILS III Q U 0 STEEL OR ALUMINUM. N . QU RR0 1� 'w — c: a E3 0 JOIST DETAILS II E23 0 MISCELLANEOUS DETAILS 0_ < 0 ,��� E4 0 FLAT COVER DETAILS I E24 0 CHECKERED PLATE DETAILS I (n Q � g,���t; " 0 State ° :• ,� c l ci E5 0 FLAT COVER DETAILS II E25 0 HATCH DETAILS +3 x E 0 ® tctete j "` ,� �t�, tnfero's� CC() 1 E6 0 FLAT COVER DETAILS III E26 p CENTER SUPPORT PIECE MARKS Q de,st ab.- 21zdIn„79r con etie E7 0 FLAT COVER DETAILS IV E27 0 COLUMN SUPPORT DETAIL o 1 r 133QQI F p D 3 fl s r cc ; ; °`- `� ='�K °`e „7r t ee °T:r3tne En�on� E5 0 APPURTENANCE DETAILS N o � t :,, -, Stec. z IT” Ot 11G R a © geWt ∎o 9 0 MISCELLANEOUS DETAILS �, � ` � �� , � : ` ; , + f ° ° "' 1 p 0 FLAT COVER PIECE MARKS I Conditionally Approved.... ( )' S'tru �/' .r �. �4r e t �� F or ly the work ttb described in' 6 ©O� H , 1 FLAT COVER PIECE MARKS III PERK IT N ZO ir ° o 0 S _ g l )= ,., ,. ; ;; a' E 3 0 0 JOIST #1 PIECE MARKS See Latter to: ollow.. �. ,,;;.ix Att ch .... ..... g ........... � " sprlGTQt * "� `' " E 0 JOIST #2 PIECE MARKS Job Address: Date: ' � i ABBREVIATION KEY � �f >;� 4 TYP. = TYPICAL r" El 0 HANDRAIL PIECE MARKS Z �� ��,�� 4' � tro- Re:sk�', Materials El 0 HANDRAIL BRACE DETAILS s O ct CENTER LINE tt� o w/ = WITH "s :� I . �(..�t W Z Fe MIN. = MINIMUM; ad a ; " E17 2 0 CHECKERED PLATE DETAILS I N N THK. = THICK <<ns, t3r :t',d 0 ALUM. = ALUMINUM ; PS Z HHB = HEX HEAD BOL E1 p CHECKERED PLATE DETAILS II 1q'rROVEISPt.aUMs 1�4 - STS = SELF — TAPPING +-t ,,lst�s¢ =f i ^ d fPSti: +' ?ttDE IMA TAR.'�� = > N ari E19 p CITY OF TIGA L a < a PECIF1CA17�1110� BUILDING DIVI IrJ m o Z a BREW CHECKERED PLATE DETAILS III y STRUL URALMINS ...GEOTECN REPO ° Z v OFFICE copy • I' a P. ra \- P1 x H z o H I 5 414 P1 z m ___ .__.. z _ - \ p — m o JOIST / - - - - - T z / I / -1 = I n .. / I z 'CE JOIST - - - - m �- �'� G, ,.__\._, 7:l U? 1 . \ .`. \ .`. \ A I I 1 Z o �� ``- < i o - O THICKENE N � l+ o _ I o I O � 4 o • L 1 -/ u_._ I /iZ/ / - ` ,1 1 WM > 1 JOIST - -- - _ -- _ = �� - z \ i M o \ 12'-0" / m o0 I / ° D - M> --I \ D J \ - - - - - - - - - - / r ° z JOIST lir z � � � _ _I Q71 lipri N o (n N . - - / = Z m° ` 0 . � � - I r \ / rr- D mD -< D . Dr �� . i f z Z - D >0 m1- (� M m C - n r D o `fin --I < _ o m - o rn xi O 0 C 61 No. BY CHK REVISION DATE DWG. TITLE: (2) 53'0 JOIST SUPPORT EFC CONSEIWATEK THICKENER No. PLAN VIEW 4 8 LOOP 336 EAST • CONROE, TEXAS I 77305 DRAWING ISSUED FOR DATE LOCATION: THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. DWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. CONST. 2 PRINTS 1/27/04 TIGARD, OR RECORD RDC 1/21/04 NTS 0 203160 / E1A • m Do m o rn > -1 o X r 0 U) 1 \ z z mm p co c) --I -_+ = O 5 z x m z m 7] z /- 1 -\ �- fv O r > I- I 5 Z K ph O z / - - - - - - - C q_ JOIST /_-_- -- -- - - - 7 __ - -- � � - - - - - _ - - - I = T - =� .. I , Z 0 0 = p / - 1 - ` 10. 4 /) D C-) o , I 71 Z JOIST w �� LIMO CJ cn I — — — — — = fst\ \s\A — — • Z O O N /\- n � . o O. �m A. THICKENER - 1"--- - 1 1 1 I [ O I p I, ' �\ O ' -�>- I / \ / \ / \ / / \ iL !I - . - �-, -tom ti' I > , JOIST) - - - I - - - - - i I < o \ 12' -0" m puil rvm _ O �\ / , m o r _, D_ - - - _ 1 - -- - - - - - - - - - -_ -- / r u, JOIST / m / 1 O M 00 0 \ z \ z ..---..m D —I 1 � --I �. . m1- n v C7 _ / me m r = p - .. 0 m ` - / - P -i X - - -- — �� CO �m \ / Dm O - o ' m O z M ---I 5 c m ' \-0 -IF F m 0 D ( 0 -n 01110 D m m 1- r 1 0 -0 0 -1 < lei C7 m D X r,-- O Do 7 D z D ^ BUJ 0 *. 0 No. BY CHK REVISION DATE DWG. TITLE: (2) 53'0 JOIST SUPPORT EFC CONSEIWAKTEK THICKENER No. 3 PLAN VIEW 4 8 ° OOP 336 EAST . CO ROE I TEXAS 77305 DRAWING ISSUED FOR DATE LOCATION: THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. CONST. 2 PRINTS 1/27/04 DWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. RECORD TIGARD, OR RDC 1/21/04 NTS 0 203160 / E1C N om1 z SEE UPDATH—D DWG 0. /2,1, ci 1 - 1 -I r � w ° Z r �°_ �� guy, z �21 Z 0 00 N z () Q W Z V x z Imo Y <o 0 4 4—' - W)-rs,, z ' 1 ® E3 1-iii �lW v (1) CIz i ,- 00 �$ ( 3�t` -� r- :� �t �3 i 73 Z 3 I i7 / 7w w -A --: m� Z ° ° i . • : _ _ , 4 . , I IW Q -4- .e'.' 4 l - ,� O X Q © D f wa_ zoo E3 5 8" 53' - NOMINAL TANK DIAMETER 8" Z o Om W ° to a U I U , t wZd ct ct NOTE: THE JOIST WILL BE DETAILED o SO THAT WHEN INSTALLED THERE WILL BE APPROXIMATELY Li_ SECTION A A A 2" OF CAMBER IN THE MIDDLE. Li I- I- AT TRUSS (No. OF BAYS E1A E1 B E1C _ WILL VARY WITH LENGTH) O ALUMINUM EXTRUDED FLAT COVER "-ALUMINUM EXTRUDED FLAT COVER a_ U) 7 (n 1-- z 1/2"0 x 3" w/ 1 /2 " 0 x 3 w/ 1 7/16 i - LU > 0 1 7/1 UTS SS 6061 -T6 ALUM DOUBLE 6061 -T6 ALUM DOUBLE Q HHB w/ FLATWASHER I ANGLE (TYP JOIST ANGLE (TYP JOIST UTS SS HHB w/ a I- < O AND HEX NUT (TYP) MEMBER) MEMBER) FLAT WASHER AND HEX - (/) 1- NUT (TYP) O > 5 x 3 x 1/2" THK 6061 -T6 — L — 5 x 3x 1/2 THK 6061 -T6 o = ALUMINUM CLIP ANGLE ALUMINUM CLIP ANGLE = (FIXED) (SLIDING) 3 N o o O ® �- EXISTING BASIN O 0 O 0 0 O 0 0 7- // EXISTING BASIN WALL - - -� - -- L -- -- - - - I WALL _ _ yI - - < N Q I L I I I - TEF LON FACED TEFLON FACED Q - z o �, 5/8 "0 x 7 5/8" 4' NEOPRENE BEARING NEOPRENE BEARING 5/8 "0 x 7 5/8 ° Z ADHESIVE ANCHOR 1 PAD (WHITE SIDE UP) PAD (WHITE SIDE UP) I Q I ADHESIVE ANCHOR w ° a I BOLT 304 S.S.,6" (MIN)1 • I AND SS SLIDE PAD AND SS SLIDE PAD I I BOLT 304 S.S.,6" (MIN) cc N CV EMBEDMENT AND • 359 -la & 2a 359 -la & 2a EMBEDMENT AND 4" (MIN) EDGE 4" (MIN) EDGE Q DISTANCE DETAIL DETAIL 2 DISTANCE o > r ct FIXED TRUSS SUPPORT SLIDING TRUSS SUPPORT - o a c-) c- o z < 4 PO iy z 0 Fo< • w 1 /2 " 0 x 3" w/ 1 7/16" UTS SS 0 r, 2i 1 o HHB w/ FLATWASHER AND HEX NUT 6061 -T6 ALUMINUM DOUBLE 1/2"0 x 1 1/2" LG SS COUNTERSUNK Z N ? N ° z o ANGLE TOP CHORD BOLT w/ FLATWASHER AND HEX NUT MI- 3 8" THK 6061 -T6 ALUM •Q - o 1- GUSSET, PC 905-la W w Y a N g o (TYP 2 PER CONNECTION) W } z Cr §w o �cr Len' xz w O 1 -1 , r--( ` r -r rte "` - r r-( DZ 0o i 1 , I I I I I I I 1 O O _.---- 3/8 THK 6061 -T6 ALUM Z o rn L ' GUSSET, PC 905 -2a 1- w t3 o ( Z O O O O O O (TYP 2 PER CONNECTION) W Q g z OOO O H W a go O O O O O O O Q1 � Wm O N 6061 -T6 ALUMINUM ' ri w DOUBLE ANGLE I W Z � ° DIAGONAL MEMBER (n0 Zoo Y (TYP) 6061 -T6 ALUMINUM 1/2 "0 x 3" w/ 1 7/16" UTS SS Z g °� " DOUBLE ANGLE TOP CHORD HHB w/ FLATWASHER AND HEX NUT 0m w z 0 m v I w z a g 0 0 U DETAIL e DETAIL w I- T CHORD /DIAGONAL E2 TOP CHORD SPLICE �� I CONNECTION — O - Q 0 10 CL J U O Q Z f-0 >c 1 /2 "0 x 3" w/ 09 0 < 3/8" THK 6061 -T6 ALUM 1 7/16" UTS SS HHB a (I Q O 6061 -T6 ALUMINUM GUSSET, PC 905 -3a w/ FLATWASHER AND 117- DOUBLE ANGLE (TYP 2 PER CONNECTION) HEX NUT IS Q DIAGONAL MEMBER L o 1 (TYP) I F Q 0 O OO o N 0 x 1/2" w/ 29/32" UTS .,- O O O O 3/8" THK 6061 -T6 ALUM GUSSET, PC 905 -5a a O Q (TYP 2 PER CONNECTION) o o �\ _ 1111 1e1 1151 1SI ISO 151 1 I I 1 1 1 11 11 11 6061 -T6 ALUMINUM Z 6061 -T6 ALUMINUM 3/8" THK 6061 -T6 ALUM w DOUBLE ANGLE BOTTOM CHORD c DOUBLE ANGLE TOP CHORD 1 /2 " � x 3" w/ 1 7/16" UTS SS GUS PC 905 -4a HHB w/ FLATWASHER AND HEX NUT (TYP 1 PER CONNECTION) z DETAIL D DETAIL E E g o a • r BOTTOM CHORD /DIAGONAL E2 BOTTOM CHORD SPLICE CE E13 > o Z o CONN — m o a 0 x z SLIP - RESISTANT PLANK 1 N ° m 6063 -T6 ALUM. EXTRUSION (TYPICAL) � � � 3 w Z� ' oZ !.-62 Z ° o TYPICAL MALE PANEL TYPICAL FEMALE PANEL N X o o (SHOP ASSEMBLED UNIT) (SHOP ASSEMBLED UNIT) Ww a O N m o I -w' w — — — r - -_r -- .r-- - ^ a Z Z w 0 OZ °v 3°_'!° � ' Ma WI MI = : 7 11 \ Q 0Z o d w CO Up Z� »N� c<i f— 0 �Z Yu o z z r • J. • . \ ..,21.-1 / %kr ......... � `� z [ <0 � o N MALE "Z" BEAM N. / < - '''IN 6063 -T6 ALUM. FEMALE "Z" BEAM \ z o 0 0 EXTRUSION 6063 -T6 ALUM. CROSS STIFFENER (TYPICAL) EXTRUSION o Z >- 6063 -T6 ALUM. (TYPICAL) 8 o EXTRUSION al al o E (TYPICAL) SECTION F CO 0 U TYPICAL SECTION E1 A L� I- W _ I- THROUGH PANELS I- CC J _ 0 Q SLIP - RESISTANT PLANK 0_ f- 0 TYPICAL 6063 -T6 ALUM. W U 0 CL SHOP WELD EXTRUSION (TYPICAL) (n Z Q 0 A n n n i [ n— (% > > a 00 Qc2 CROSS STIFFENER U ~ 6063 -T6 ALUM. �- F- Q EXTRUSION (TYPICAL) ``' < z : F LO Li_ F d ,---. Q o N 0 �� a 0 o • N MALE "Z" BEAM 6063 -T6 ALUM. EXTRUSION (TYPICAL) N 0 Z vi sa . ( TYPICAL o o T f S HOP WELD ` � FEMALE "Z" BEAM 1-c'25 ° N N N 0 NEOPRENE GASKET Z a DETAIL 6063 -T6 ALUM. g a MALE/ FEMALE INTERLOCK EXTRUSION o ° U Z a I mm I I Z m o K I 0 > I I z >m I D�O� .--.D I I z>cm H 1 cozm - m 0 -0 r- I I I Z _ I --1r 1 G 1 I I 73 0 I C) H T 1 O Z I 1 z i _ t I - D O I Z -< I 0 I I K m I . 7.. 1r,.1 O m 1 -0 r K Z I " m D D 0 I D Zm 0 1 z v� I I Z m 1 p > I C r I rn 1 m 1 1 I I 1 K 0 1 r rn 1 m _1 I mD D — I Z n I M r I M I Z o I I 0 I > 1 1 I I I 1 414 I I 1 I sits I I 1 I I I I 1 I I I 4 I1_ - -- -- - -_, I I I O I 1 I _ i-- _ I 1 1 I I I 4- 1 I I / M rl 1 gm z D( o K I r O > Z D m 1 0 D I D H Z I I Z m 1 x r I No. BY CHK REVISION DATE DWG. TITLE: (2) 53'0 JOIST SUPPORT EFC CONSEIIWATEK FLAT COVER DETAILS II O 498 LOOP 336 EAST ■ CO ROE TEXAS A I 77305 THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION DRAWING ISSUED FOR DATE LOCATION: CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. DWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. CONST. 2 PRINTS 1/27/04 TIGARD, OR RECORD RDC 1 /21 /04 NTS 0 203160 / E5 w SEE UPDATEJ Om DWG ~ w 0 w z r , , aZ �j�j Z . wN O U I Ul x z z -,. l ww , a O N . T� >w o N F-W ct'4w w a L'i Dz DO Z - O �__ zU ° w C) END CAP WITH - il r_ 1- Z f I HANDLE w < az FW w <° 0 S OW W Q ID D a w_ O - -� 1/4 " >11 mow, CC cl 0 304 SS SELF — TAPPING FIELD TRIM w o SCREW w/ FENDERWASHER. AS REQUIRED AND FLAT COVER JOIST W 0 Z oo P FIELD DRILL 7/32 "0 HOLE. SEAL w/ SILICONE TOP CHORD z . O O 5 [rT (TYP 4 PER MALE PANEL) SEALANT. (TYPICAL) O J z S . L �4 ^ ` \\ U woa m o MALE PANEL — J $ 0 ct L� L_ (TYP) W — I— FORMED 3003 —H16 ALUM FORMED PLATE — FLASHING w/ SUPPORT GUSSETS AS REVD. \ — — Cl_ Q PC 252 -1 a 303 SS HILTI DROP —IN ANCHOR ()) 0 O Z w / 1/4"0 x 3/4" SS HHB w/ _ Q P FENDERWASHER. (1 ■` '}' �j W > Q USE TEMPLATE VENTLON ISOLATION GASKET. f .. ^ p O > Q 0 252 -4a TO HELP i I � // r I FIELD CUT AS REQUIRED. - U LOCATE AND DRILL � _ _ _ Q HOLES. r d T w Q a 1 LC) J o � ° ° a ad FORMED 3003—H16 3 '—. 0 ia. a ° ALUM FORMED PLATE a o a FLASHING w/ SUPPORT • • GUSSETS AS REQ'D. EXISTING ° PC 252—la a N o 0 BASIN L_J L- -J 4" 4" Z CC 0 N FLASHING DETAIL AT FLAT COVER JOIST w ° Ix Ul SECTION H z PLANK /BASIN INTERFACE E5 0 O > 1 O >. O N O _ m d a W O Q U a Z f -r �D L o = n zo oo DO DA m U.S ... r M r D z n 0 - C () 0 2 1771 rrT Z m r K -, 2 > k- ,_ _ _ _ / 0 — i 1 III 40 I� I ... ... ^ m(n� , m tilt o W 7] m r\ X r v m � K m MWm m > m > I .-. � M 0 D 1 ( D �rn.Zm] �m j l z M r No. BY CHK REVISION DATE DWG. TITLE: (2) 53'0 JOIST SUPPORT EEC CO1M1SE1ZVAT FLAT COVER DETAILS I V O 498 LOOP 336 EAST • COROER TEXAS S 1 7 305 THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION DRAWING ISSUED FOR DATE LOCATION: CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. CONST. 2 PRINTS 1/27/04 DWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. RECORD TIGARD, OR RDC 1 /21 /04 NTS 0 203160 / E7 / 6 z° F FRP GOOSENECK - - - - v U .,0§. oo f AND SUPPORT 18" FAD (BY OTHERS) I ` - - M WIN 6 o EPDM EXPANSION JOINT (BY OTHERS) (BY OTHERS) Lc z ,, r , v O CD \ I ... . F � W Pa O 1/2 0 304 SS HHB W Y o z a . w/ FLATWASHER AND I I I -i- a N o N HEX NUT (TYP) 18" O.D. FORMED PIPE H w w - - - - - - .09" T HK 5052 -H32 ALUM . : : : : . . . : . : . : . : . : . : . . . U f a o o . ; T ;'T� 1 /4 "� 304 SS HHB w/ D z 0 o z �`' 43 \___ >T � DOMED WASHER AND 0 a o a 1 I-0 [ V) 1 /4" THK 6061 -T6 GASKET, FLATWASHER Z 0 z ALUM FLANGE AND HEX NUT (TYP) ; ° � ' FIELD DRILL 5/16"0 HOLES. W Q a a l FLAT COVER 1 1 1/4" /4" THK 6061 -T6 Q 10 W E o N (TYP) I i I i ALUM BASE PLATE C� %w as ■ as < N si 1.• .:. 5 Wd m ° z z o o 00 (26c6 Y Z° < *o° o 0 o 0 m O� 0 za O \--SHOP CUT HOLE LX o LI IN PANEL U DETAIL 982-1A L L e W J In 18" FAD PENETRATION E1A E1 B CC Q 18" O.D. FORMED PIPE 0 W 0 09" THK 5052 -H32 �� .125" THK. 5052 -H32 U LLI O ALUM ALUM. LID (OPENS 180') W z Q p 4" x 4" x 1/8" THK. ALUM. HANDLE U Z 6061 -T6 ALUM. FRAME .( 0 Q w/ GASKET O W Q O 3/8 "0 304 SS HHB w/ CONTINUOUS ALUM. I— ~ FLATWASHER AND LID IN CLOSED HINGE (NOT SHOWN) 1SL CC Q HEX NUT (TYP) POSITION . r D _ FIELD DRILL 7/16 "0 HOLE. FLAT COVER E a_ 0 0' FLAT COVER P ANEL ci ,--,, Q p 0 1/4 THK 6061 -T6 3 N o 0 (TYP) f ALUM BASE PLATE ALUM. LATCH ° , (LOCKABLE) 411 1 /4 "0 x 1 1 /2" LG. ■ I 300 SERIES S.S. HHB o FIELD APPLY �•` w/ DOMED WASHER & SILICONE GASKET, FLAT WASHER 0 0 SEALANT AND HEX NUT _- (ON 9" C -C SPACING) FIELD DRILL `: 5/16 "0 HOLES. z o S cn HOP CUT HOLE —r 1 ° L. 1- V) ? ID _' I PANEL SHOP CUT o N 0 OPENING IN PANEL Lc (FILLET CORNERS Z TO 1" RADIUS) § DETAIL 983 -1A K K DETAIL 923 -1A I M M o > r 0 18" AIR INTAKE PENETRATION E1A E1B 12" x 12" INSPECTION E1A E1 B m 0 o ° HATCH Z a ° ce om z° /x O W , , 9' -2 "f (OPENING) i 1/2"0 x 1 1/2" COUNTERSUNK BOLT 0 : ~ ' w/ FLAT WASHER AND HEX NUT (TYP.) Z r °' BULL GEAR 4'-7 "f ` � FLAT COVER W - N cn I JOIST (TYP) FLAT COVER Q co HOUSING I (TYP) L CHECKERED PLATE NOT Ww Y < o pe a I SHOWN FOR CLARITY 1 I} z` I 0 to - \1 , i 1 i / / / / I/I / / / / / / 6061 T6 ALUMINUM z� w o \ \ \ \ T \ \ \ \ v S U PPORT STRUT w/ Z J,l // / / / / / / / /,/ 0 C0 , / / / / .A ,F / / / / / I / / / / / / COVER PLATE (TYP) D p o a w z \ I \ \ \ \ \ 1 \ 1 \ \ ` \ \ Y t \ \ \ \ 2 \ I \ / \ / \ / \ / \ ' L \ / \ / ' \ / \ / N / '. / \ / \ / \ / \ / v / ' .. Z w c-) z cn w .( / l / / / / /,/ / / / / V — 0 y / / / /.I,� // / /rI / / / / / �, 1r ' j' WQ & x / / / / /I r/ /I /I / / / / // H a� \ I \ / \ / \ / J • 4 \ / \ /� /� / \ / \ / \ / \ / v / FLAT COVER JOIST W W -H �<a) w ° wD < O N \ \ \ \ \ \/\ \ �� \ \ \ \ \ FLAT COVER TOP CHORD (TYP) n w \ / /. / — +— / /I/ /// TYP �r) Q� I "H k / / / / 4 { / / I( j / I/ CO o I \ \ \ \ \ \ I \ `� V n1:2 \\/ /\A').\ .\/ � �'� \ /,�/ , / I/ 1 /2 "0 304 SS HHB w/ O (no Z oz o 0 o y / / / I /)/ FLATWASHER AND HEX 0 ZS < 02 I \ \ \ \ \ \ IN I \ \ \ st N T x ////4 / /// NUT 0 w ozg -- r�t -r \i\\\\ �-� r -t \ -rte - r -rte - � � . y - t \\\ \\\ [ - t 7 /. o < m U a ' � wZa r I I ' I DIAGONAL (TYP) FLAT COVER JOIST-------.9- 6061 -T6 ALUM TREAD PLATE SUPPORT BEAMS LL FIELD TRIM AROUND BULL 6061 -T6 ALUM (TYP) Li (n I- J GEAR HOUSING (TYP) SECTION Q \ S S CLIP ANGLE (TYP 2 PER END) SUPPORT BEAKA - Q DETAIL N N NOTE: HANDRAIL NOT SHOWN SEE UDAT DWG O W BULL GEAR HOUSING E1A E1B FOR CLARITY HANDRAIL COMPONENTS: U O HANDRAIL: 1 1/2"0 SCH 40 6061 -T6 D Z ALUMINUM ANODIZED PIPE I ',23 < FLAT COVER FITTINGS: HOLLAENDER ALUM /SS FITTINGS O 0 Q (TYP) 4' -0" < U 1/4 "0 304 SS SELF- OUTRIGGER POST TAPPING SCREW (TYP) HANDRAIL TOP RAIL AS REQUIRED (TYP) t9. W Q FIELD DRILL 7/32 "0 HOLE. w r2U Z = 3/16" THK 6061 -T6 6 . Q D ALUMINUM TREAD PLATE HANDRAIL VERTICAL o N o _�� POST �-,7-1) HANDRAIL MID RAIL 6061 -T6 ALUMINUM . J © N o o SUPPORT BEAM w/ ,r- C -- COVER PLATE (TYP) . ■! JQO OO 3/8 "0 304 SS HHB 1/2 "0 304 SS HHB w/ w/ FLATWASHER AND N ALUMINUM HOLLAENDER FLATWASHER AND HEX HEX NUT (TYP) FITTING (TYP) _ 0 NUT (TYP) FIELD DRILL 7/16 "0 HOLE. o w Z 6061 -T6 ALUMINUM w 0 a. 6061-T6 ALUM CLIP SUPPORT STRUT w/ 0 ANGLE (TYP) COVER PLATE (TYP) T T T Z i SECTION FLAT COVER SECTION P P ° > - ° 2 � SUPPORT BEAM (TYP) HANDRAIL EE 1y E1B E1C o a o z < Z W Y c *Ct * J *J I 18 60x z- ° ( LC) LO CO * * V r f Q W I I '- _J Z 0 • * * o o I ! rn rn ° � ° N W `� Z c ° o ix a) a) Q o co 0 f I O O �fW Y < O I I ' -I W>- FA z N ° ° 288 -19AR I I,i � ' a W " ` ° °' 280 -15A I 288-19A *L NO m w a > ° / �Z c m --- 274— 0 0 IL CL- 278 -17AR • 272 -18AR 1 M I 9A 1 I 272 -18AL Z U o m 5 4 278 -17AL 2 N z F o z � 282 -16A' iI 280 -1A i 280 -1A I 280 -1A 282 -16AL I I 272 -7AR 270 -2A I 270 -2A I 270 -2A 272 -7AL I I 282 -5AR 280 -1 A I 280 -1 A I 280 -1 A 282 -5AL I I I of tr o 272 -6AR 270 -2A I 270 -12 A 1 270 -2A 272 -6AL U — W I- 280 -14A Y ~ I 282 -3AR I 280 -1 A ;,YXX'' - _ * ';f.K 280-1A 282 -3AL CC Q k % ; Z: •: 270 -2A I 270 -4A U Z 270 -4A I 270 -2A �; ;�., ;;,� V) W - r y V) Q Q I 282 -3AL 1 280 -1A I 280 -13A 280 -1A 1 282 -3AR O U I I I > I I Fr- U 272 -6AL I 270 -2A 1 270 -2A 270 -2A 272 -6AR 1 I— a I I F P D 1 J I . o--_i o 0 282 -5AL 280 -1A 1 280 -1A ' 280 -1A 282 -5AR `� I I I c I Q 272 - 7AL 270 -2A 270 -2A I 270 -2A r0 272 -7AR a 11 —. NI- THICKENER NO. 1 282 -16AL 280-1A I 280-1A I* 280-1A 282 -16AR cc PIECE MARKS. 278 -17AL N I N 278 -17AR o rn 272 -18AL NI- I 274 -8A I a 272 -18AR m N * SS CLIP ANGLES AT MOUNTING BRACKETS LD co c° _ 0 0 288 -19AL \ L280—l5A I 288 -19AR ° a I = o a o -4 ( .A 904 -1aL * o } o i o r ° - * �* 904 -1aR m* m a 8 w i * * * * I® O Po< 5� N o O l (�] (D XdPFg O W CO I I I I * *J it,u; Z Z� o * * 0 0 O O IN co W N Z (D o rn rn I �I �I N W Y z 6 o O r--- O O 4 � f" N z N O O 5 1--iii WSW it co °' °' 288 -19AR 280 -15A 288 -19AL Nir Z .-z W O I I 0 z 8o rx ZU oy% W v7 272 -18AR 274 -10A ini 272 -18AL - • N I- d Z 278 -17AR 1 I I I 278 -17AL Y m W a ce 2 "' WQ &NN 282 -16AR 280-1A 280-1A 280-1A 11 1_ W W 0 f-`' o I I I I i 282 -16AL co W Wm o N >' w W CC <� N 26 272 -7AR 270 -2A 270 -2A 270 -2A 272 -7AL WO cn ,I I I I 0 o <W Oa 282 -5AR 280-1A 280-1A 280 -1 A I 282 -5AL O v z 8 8 I I I, I 4. WO� c, �8 � o 272 -6AR 1 270 -2A 270 -12A 270 -2A II 272 -6AL 0 = II 1 I II V- Li ii 280 -14A W I Y 282 -3AR I 280-1A I;; :'s' 4 ,4 280-1A I 282 -3AL Q TON [Ell: :: { +— 274-11A I 270- 2Afi; ; ts',';',;,,, 270 -2A 1 274-11A r i s;;;;M : z _ ei8m,*,,i C (� W Z 1 I 11 — I 5 Q Q 0 282-3AL 280-1A 1 280 -13A 1 280 1 A I 282 -3AR D IS. > O Q I I I I w U i� = 272 -6AL 1 270 -2A 1 270 -2A 270 -2A 272 -6AR in Q a J a D I I I I o u O 282 -5AL 280 -1A 1 280 -1A y 1 280 -1A 282 -5AR o I I I' * I < a N 272 - 7AL 270 -2A 1 270 -2A 270 -2A r ° 272 -7AR 0 0 I I I II THICKENER NO. 3 282 -16AL 1 280 -1A 1 280 -1A 1' 280 -1A °' I 282 -16AR ce 278.17AL I I I I N 278 -17AR 5 z PIECE MARKS 272 -18AL I 270 -2A 1 a 272 -18AR N a. S 1 yl O co 2 * SS CLIP ANGLES AT MOUNTING BRACKETS co (0 288 -19AL 280 -15A 11 288 -19AR a I * 904 -2aLJ * ° N 904 -904 4 —a Al * 2 8 CD 90 1R a * * z < Z m Y o i � F � z � 0 oa r 6 i. w o ZN w • HI - U1 0 z O WI- Y < 6 z o W �� <�N z N >< o Z 41- ce i-w HELD NOTES: I(t o o m w o 1. TYPICAL FASTENER IS 1/2"0 x 3" HHB >_ = 00 - (1 7/16" UTS) w/ FLATWASHER AND I- Z° ()- No V2 L' I HEX NUT U.N.O. 0 8 " N Z 2. JOIST DIAGONAL ANGLE PIECE MARK 2 Y 3. P ECE AS (NS) SHOULD BE I -J hy � W W o oZ ° USE ON NEAR SIDE AND (FS) ON FAR SIDE. (I) Q ) W m o N IF PIECE MARK IS NOT SH WITH (NS) OR L.1_ EE < w _ (FS) THEN USE PIECE MARK SHOWN ON 0 Z ° BOTH SIDES. w W d z o ° Q N�o = Z W } Z, a °§ . ® Z U 0 o z° r J,� Ual 03 w Z a m i- o� cn O U 901 -1 aL (NEAR SIDE) /901 -1 aR (FAR SIDE) / \ 901 -2a (NEAR AND FAR SIDE) ' -3 LL � CC CC a_ Lii J LP c o d S D J �� i �� z0 ( I—W Qo 902 -1 aL (NEAR SIDE) /902 -1 aR (FAR SIDE) _ , 902 -2a (NEAR AND FAR SIDE) i cn c- 0 Q O < 0 USE 5/8 "0 x 3 3/4" HHB f= w/ 1 5/16" UTS AT THIS 19- Q LOCATION ONLY. © O z i ® p in —, F CY 6 Q 0 0 o N _, 0 0 N O O Z vl JOIST #1 . 5 ow a (1) N N PIECE MARKS I Q } ° > - it 0 a a w O Q 0 ce Z /® g) o m H z X . 0 F L O2 -§ 3 W U(• _-w a ZN if cp z w z 0 Ulx .zzz a N) cp I. x1O p Lt .' e( <Et 5 o Z � _ FW o.4W FIELD NOTES: i J 01 z a Z w o 1. TYPICAL FASTENER IS 1/2"0 x 3" HHB >- = 00 8 a ' (1 7/16" UTS) w/ FLATWASHER AND ~ Za ° % L' z HEX NUT U.N.O. ~ice -6 cr08 N 2. JOIST DIAGONAL ANGLE PIECE MARK L.L.1 m Yin g z PREFIX IS 900 —. c WW a <o a 3. PIECE MARKS SHOWN AS (NS) SHOULD BE >-, Q Q w E a USE ON NEAR SI AND (FS) ON FAR SIDE. c.) >n id wR IF PIECE MARK IS NOT SHOWN WITH (NS) OR E < o (FS) THEN USE PIECE MARK SHOWN ON 0 i LU Wd cn BOTH SIDES. Q N 0 zoo Y Z LLI v) Z ° o , ® U ,cn 00� Wl m c� 4. w Z a E I— Ow U ° cn 5 O 901 -3aL (NEAR SIDE) /901 -3aR (FAR SIDE) / \ 901 -4a (NEAR AND FAR SIDE) �-) w ( ffi Iii—; I— Li ' 1Y . #k # \ � �O � � CL F-- 902 -3aL (NEAR SIDE) /902 -3aR (FAR SIDE) i }+ itt � i 902 -4a (NEAR AND FAR SIDE) , — o Q O N < 0 USE 5/8 "0 x 3 3/4" HHB w / 1 5/16" UTS AT THIS LOCATION ONLY. g L( ) O o tz .-. o 0 0 CV _, 0 0 JOIST #2 z 5 0 a w CO N PIECE MARKS I Q ° > • , & } N Z 0 co a 0 w o a cc z i 1a Ipp. 1b 1b D l a � 1a U ' � " � .r la 1b Fri n D - cn l a 2. it (0 0 > N� - J N rb 1b U) A* - * - 1a I y 'w ,9 o- 1b u. =AN 9 \\ . o H lb 9 n Co O h1 I —F1 s , 1 X _A.I.... -t-A V 1 a l ir li ' `; No. BY CHK REVISION DATE DWG. TITLE: (2) 53'0 JOIST SUPPORT EFC CONSE 'WALT MK HANDRAIL PIECE MARKS 4 OOP 336 EAST • COI ROER I TEXAS 7 305 THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION DRAWING ISSUED FOR DATE LOCATION: CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. OWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. CONST. 2 PRINTS 1/27/04 TIGARD, OR RECORD RDC 1/21/04 NTS 0 203160 / E15 ■ • (./) CA -I ?1m D cn\ om70 ( / ) • C m1's mo xi mx z f. N -1 _1D c \ I- D7z Q1-• > Ai D - m m O� Z _ f Z o __I oD > CH r' Mee —I 1— ∎N O� I I . O 111111111.1111 I I , I r r D EMI - • o O 7J 0 = x _ - r = u, r o 9 m W(..4 \= x D �� S OW — C - 9 C7 o o = Z G) o n m� a] m (.0> J• c� o ��C Om orr1. FG v o -- I . rTt o . No. BY CHK REVISION DATE DWG. TITLE: _ (2) 53'0 JOIST SUPPORT EFC CONSEIZVAT HANDRAIL BRACE DETAIL 0 498 OOP 336 EAST • CONROE, TEXAS I 77305 THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION DRAWING ISSUED FOR DATE LOCATION: CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. OWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. CONST. 2 PRINTS 1/27/04 TIGARD, OR RECORD RDC 1/21/04 NTS 0 203160 / E16 (D C) re re rn m I C) CO m 03 o m > > M 801 O N > I 1 rn I h I 288 I 52a .... -1 r 2. 1 10) 1- /2 03 r 1 I / 1.. I - - - I - I / / / / / / /' / / / / / / / / / / / V L . \ \ \ \ \ \ I\ \ \ \ \ \ \ \ \ \ \ \1 / / / / / / /' / / / / / / / / / / / I u., . \ \ \ \ \ \ I\ \ \ \ \ \ \ \ \ \ \ \ N w / / / / / / /' / / / / / / / / / / / f . \ \ \ \ \ \ I\ \ \ \ \ \ \ \ \ \ \ \I ` / / / / / / /' / / / / / / / / / / / 1/ co • \ \ \ \ \ \ I\ \ \ \ \ \ \ \ \ \ \ \I ` 0 / / / / / / / / / / / / / / / / / / _ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \I ` o / / / / / / /' / / / / / / / / / / / ✓ 0) m \ \ \ \ \ \ I \ \ \ \ \ \ \ ` I ■ 0 V / / / / / ' BEAM 906 -5a / / / / / / ifl a �\ `I C � - _- 1 - 1 - \.- \ _1\__\__\_________\_____.\_____ `r - \J II' I/-,' / / / / 1�� / 1/ / / / / / / / / ' : V I \ \ \ \ \ \ \ \ \ \ \ \ \ \ N V II 1 i / I A / / / / / / / / / / r u /I Iyl' m \ I N \ ' \ \ \ \ \ \ \ \ `- A-' w yii A / I 0 D / / / / / / / /I / co -1 � \ II\ I\ I >; \ O -I /1'1 Ph D / / I / > C) \ I I ' I Z Z X ‘� _ �1 D 1 m m w 193„ I / F D 0 0 \ I K> I\ \0 II ,IN —I = m /(I O I 0 / to / CO X \ 11 '2 ` \O I pi m o I I n / °� ) ca c) m \ o \ n rn � . o I a ° ) r = 0 re y ` APPROX 3 D / / o I m m \ II\ I\ LEARANCE ? D xi /1 / N nCx.1 , , . , / \/ 1/ m \ I I\ I\ \ m \ \ J3NV Jd310 0 \11 I / / i / / / / X02iddb' /� ' 1- 11 11\ I\ \ \ \ \ \ \ \ \ \ \ \ \ 1� m ( l J v c- ■ . . ■ .. . ■ ■ ■ 'S ■ ■ . - -� r i. =4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I ll 'I I // 7 7 7 7 / l/ Y - T - 7_ 1 1 \ \ \ \ \ BEAM 906 -5a \ \ \ \ \ \ ' / / / / / / / / / /I . r --00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1\ ' / / / / / / / / / / / / / / /i . �� N - � ED \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ U3 v -,* >* -1 o > ' / / / / / / / / / / / / / / . . . /1 . I "°, 4 1�_�� .) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ h 1 p_.> Z 2 r ' / / / / / / / / / / / / / / / / / /1 , p 2 2 D D -1 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I\ m W xi - -1 r m 1 ' / / / / / / / / / / / / / / / / / /1 . w 1-N 2 D D N > \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I\ �_1n =� / / / / / / / / / / / / / / / / / / /I . \ AMz \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ j\ r•? Z X/ m -�- r-- y-- y - -y -- - 7 -7 -7-- /-- f- f-- 7.- /- r-7-7-7-7— ,- - ,- m >X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2� - - - - - - - - - - - - - - - -- O ›mXN _<OO _ix • 0 C C N O S U Z �� �n� i S v m S1 1r, UPJJATH,�� DWG xi • N H 24 U ) -I Oh P m No. BY CHK REVISION DATE DWG. TITLE: . (2) 53'0 JOIST SUPPORT EFC CONSE1E�/ATEK CHECKERED PLATE DETAILS I 4 00P 336 EA T : CO ROER I TE AS 7 305 DRAWING ISSUED FOR DATE LOCATION: THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. CONST. 2 PRINTS 1/27/04 DWN. BY CHK'0 DATE SCALE REV. CONTRACT No. DWG. No. RECORD TIGARD, OR RDC 1/21/04 NTS 0 203160 / E17 W ww ® to m ~ F Z 1/2"0 x 1 1/2" COUNTERSUNK BOLT X 0 Pout . w w/ FLAT WASHER AND HEX NUT (TYP.) 1/2 "O x 1 1/2" COUNTERSUNK BOLT ZN 3°Z FIELD LOCATE AND COUNTERSINK BOLT w/ FLAT WASHER AND HEX NUT (TYP.) U W „ z o HOLES. (SEE DETAIL '2' FOR COUNTERSUNK FIELD LOCATE AND COUNTERSINK BOLT •Q o z _ HOLE DETAIL.) HOLES. (SEE DETAIL '2' FOR COUNTERSUNK N w YQa < o A HOLE DETAIL.) - i- < )- a N 41, a Hw WWW (n o � 0 D f � 1l1� CPO 1:e1 I- wo °`� Z i in 41 Y $ Z � O Fw 0- <0 o 711— o 0 Q� W ow W O i >r12) ww o N 1 \L I Ey A 1 pi (,)0 0. Wa ! ° z. P r W U O ? } 906 -9A ail 906 -10A MAIN ' V0c W z • ° � 7 SUPPORT R- 0 \— 906 -9A (THIS SIDE) BEAM 906 -2A JOIST la_ 906 -10A (OPP SIDE) ft C 0 = \\____ — 1/2"0 304 SS W J HHB w/ Q FLAT WASHER AND 1— MAIN SUPPORT HEX NUT (TYP) 0 LJ JOIST BEAM 906 -2A D W U Li r2 0 ()F- Z SECTION 1 R SECTION u-) ._, o Q < 0 CLIP ANGLE .E17 CLIP ANGLE O p _ PC 906 -9A & 1 0A PC 906 -9A & 10A W H - r t CONNECTION DETAIL g D_ Q CONNECTION DETAIL 82'±2' W di p LO (3 o 0% w LA] 15 o _ U o p 0 ~ _/ 0 Q < n Olf ° 0 o ( • N z 5 aw d 9 w ( N N DETAIL C-) U 9/16'0 COUNTERSUNK HOLE m > z o 0 6 Q 0 ce Z l ci Z U-I I ® U1 o aJ z a a oa ON � o w BEAM, PC 906 -5a AS REQUIRED ZrO a (TYP) BEAM, PC 906 -6a BEAM w/ COVER PLATE, - z p z o (TYP) /PC 906 -2A (TYP) N i .4 z z Q ,� iiww YQO o I y � z (NI j j Cr � > <5 Fw x�� Imo, ISI N o W w a > . . i x zce z w o DZ oo w I © O LO 0L,_ N I- O O L -/ N O N Z I I m az I w a <o 0 wo J � No N a N 1 /2 "0 x 2" w/ 1 /2" UTS HHB w/ o zoo o i o ` FLAT WASHER AND HEX NUT (TYP) J w 0 re If ill II =^ f ,�� FIELD MATCH DRILL 9/16 "0 HOLES oz g m 0 CLIP ANGLE, PC 906 -1 a U � �, 9LJ 0 (TYP) U SECTION s Imo u) ~ ( - BEAM CONNECTION E17 DETAILS CC Q O W Cl- p 0 U O D w z (— BEAM, PC 906 -6a (TYP) _ $ I— Q > SEE DETAIL '1' FOR BEAM BEAM, PC 906 -5a (TYP) U7 0_ 0 END DETAILS (TYP) O� 0 LLJ (TYP 0 2) AD (APPROX) a Q i=-- (3-1 P Ln c.) © 01(1 `_H___,,__ . = o° 1 1 /2 " � x 2" w/ 1/2" /2" UTS HHB w/ t 1 FLAT WASHER AND HEX NUT (TYP) O © 11 FIELD MATCH DRILL 9/16 "0 HOLES © '0 ( 0 I H 1 0 0 N 1 • CLIP ANGLE, PC 906 - a o ° Z (TYP) ( W o C4 w a N n in't z SECTION DETAIL TYPICAL CONNECTION BEAM, PC 906 -6a, oo 0 o AT BEAM, PC 906 -6a END DETAILS o a z 0 0 z a \\\ m x C I' m z m z 0 O v ci m > Oi / O x I- .5j„...- \ \ zz - 00 G7 \ \ \ -1 o N D O c0 / \$ O <PD � \ \ \ \ D 40 000; OmOF 100 = z_ , \ m I , \ Fy 1 : \ 73 \ z „., , __ • , , O om ° I c l011 _,› a K \ \ mm i I I �t ! 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No. RECORD TIGARD, OR RDC 1 /21 /04 NTS 0 203160 / E20A m -,� n) X I -1 m > O X c U) O n Z o 0 m u) m mm o 1- -x m o 2 ^D -<� m_ C) -H -ap -1 m� 5 n Q -P F Z 5 .�- m r A r C) r - _ _ _ P w y v> _, , / / ,� m 0 )) m z 73 / ` / / �� ` 2 ) / 0 ___, C) , �, // m / /S / _, s ‘S? I / ..; < 1 , 11 0 ° /N. / z / P1 / ! / 1 I 7Y Z � � i - 1 1 1 i' 0 (J / `� ', 1 1 / . 114 a1/ 111111— — 7 , I ,/ z 1 / / , . 111 i / / /(4-- Cx, \� � / / / / -I m / Cw / , M oD Wit■ \ M 70' / / D C§ \ * / _m Cw . \ , .� ODD ,0 ' �, , •� / m D Z 4 1 ' 0� \ _ _ �,� ___/ m e D o K (XI rn _s m -i r.____N 7,., m M NC9 z 0 c > ( - r1 0 > Fi ) Gv m �p C) xi D O ° mom` FIll m Fri 5 �rn ( o 2 0 ) c 11o= 4) ( � Ornn w rn � C. m in X ) No. BY CHK REVISION DATE DWG. TITLE: (2) 53'0 JOIST SUPPORT EFC CONSEIWATEK THICKENER No. 3 PLAN VIEW 48 ° OOP 336 EAT • CO ROER I TEXAS 7 305 THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION DRAWING ISSUED FOR DATE LOCATION: CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. CONST. 2 PRINTS 1/27/04 DWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. RECORD TIGARD, OR RDC 1 /21 /04 NTS 0 203160 / E20C • , . Z W Y O in Om � Z B © VI XE- o w � ® 0 I ZN 22T i — — U w C" Z t-• ,Q W ° a U co ME T - :'/:2wii ∎—; r Ti �i - :I�i�L , ;s4flIWk�2.2� - :"� MR 1 W W Y a z O / bi \ \ .\, / / hill O I- 1 k}{H r r . r ...I W ■ :. :. �T T: �7J<.,► .T.� � I N (I) 0 v � a > _ � , _ 0 z z w p ' 4 Dz Uo, ' i A D i 00 o cn r . j ® E3 E3 " � w 0 a N z : NOTE: THE JOIST WILL BE DETAILED ; +. YU1 a Z , :.. ' r , : :i SO THAT WHEN INSTALLED y'; _ U< � �� �: as 1 THERE WILL BE APPROXIMATELY Hw Woo < \ 2" OF CAMBER IN THE MIDDLE. �, ' ' >c �= ° N 8" 53' -0" NOMINAL TANK DIAMETER , 8 Wa :, LI0 NO zoo ° SECTION (T A oo �°° U W 0 m ° ao m c� AT TRUSS (No. OF BAYS E�� E1B I. w z a ct WILL VARY WITH LENGTH) ° ° ALUMINUM EXTRUDED FLAT COVER ALUMINUM EXTRUDED FLAT COVER U — _ LJ l— r w 1--- 3" w/ 1 1/2 7/16 UTS SS I 6061 —T6 ALUM DOUBLE 6061 —T6 ALUM DOUBLE 1/2 "0 x 3" w/ 1 7/16" (O — HHB w/ FLATWASHER ANGLE (TYP JOIST ANGLE (TYP JOIST UTS SS HHB w/ FLAT WASHER AND HEX p AND HEX NUT (TYP) MEMBER) MEMBER) NUT (TYP) Q W z O 5 x 3 x 1 /2" THK 6061 —T6 L_ — 5 x 3x 1 /2" THK 6061 —T6 W < 0 ALUMINUM CLIP ANGLE IL- ALUMINUM ALUMINUM CLIP ANGLE (Ti 0 < (FIXED) (SLIDING) O I— < 0 0 � O 0 O O O O Q J - - - -- - - -- F a r t ! i < D o ° L i .-� PC. 252-1A [ P C. 252 -1A TEFLON FACED TEFLON FACED 7 [ NEOPRENE BEARING NEOPRENE BEARING W lep 7. PAD (WHITE SIDE UP) PAD (WHITE SIDE UP) = o a AND SS SLIDE PAD AND SS SLIDE PAD 359 -1 a & 2a 359—la & 2a I I I I 1 / EXISTING BASIN I I � VENTLON ISOLATION GASKET. VENTLON ISOLATION GASKET. I 1 EXISTING BASIN WALL u�� U�� FIELD CUT AS REQUIRED. FIELD CUT AS REQUIRED. lei un I WALL z F 0 z 5 Wo a /„ 7 5/8" 4 in Cs1 ADHESIVE 5/8 "0 x 7 5/8" 0 ANCHOR , I 1 I ADHESIVE ANCHOR z BOLT 304 S.S „6' (MIN) I I i EMBEDMENT AND BOLT 304 S.S.,6” (MIN) < 4" (MIN) EDGE DETAIL DETAIL EMBEDMENT AND y = 0 > • a 0 DISTANCE 4" (MIN) EDGE FIXED TRUSS SUPPORT SLIDING TRUSS SUPPORT DISTANCE m a o a z u)om Z I M �� 3 N N W ZN ° ■ . W_ zZ0 W N U z 0 F - O x �ZZ a ( r%) W • Y < O -I p } N z (N • ir ac o _ Hw x '4 Er, p (n CC z ce Z w O H 00 o o I I U 6a I- END CAP WITH Z ' ,_ (o a N Z INTEGRAL HANDLE Y0 oZ WQ map as Qro nm o N H 1/4"o 304 SS SELF — TAPPING [FIELD TRIM CC N o SCREW w/ FENDERWASHER. AS REQUIRED AND FLAT COVER JOIST (n0 Zoo Y FIELD DRILL 7/32 "o HOLE. SEAL w/ SILICONE TOP CHORD Z( a o ...____ (TYP 4 PER MALE PANEL) SEALANT. (TYPICAL) 0 o z o > CD 0 wza z 0 U � -L 8� / U MALE PANEL FORMED 3003 —H16 LL, — (TYP) ALUM FORMED PLATE _ ~ FLASHING w/ SUPPORT 1— GUSSETS AS REVD. — r J 0 PC 252 -3a c ° _ a_ p N W U O 3/8" x 3 3/4" 304 SERIES 07 0 z EXPANSION ANCHORS (2 PER > FLASHING PIECE) r ` , � _ VENTLON ISOLATION GASKET. . \ Q I O O kkim f FIELD CUT AS REQUI U ._ i d Q - = 4 , F J F CL Li • ° ° ad • i FORMED 3003 —H16 6 ia. a ° ° ' ALUM FORMED PLATE ° •a FLASHING w/ SUPPORT GUSSETS AS REVD. Li 0 EXISTING ° ' ° PC 252 -3a o o \ BASIN I__ --I L -J 4" 4" I. z FLASHING DETAIL AT FLAT COVER JOIST W ° ce N N - SECTION PLANK /BASIN INTERFACE �5 a m 0 0. > I it > N m z U o 0 6 Q 0 ce z w / N Fm: z r� ‘,7) 9' -2 "± (OPENING) II 1/2"0 x 1 1/2" COUNTERSUNK BOLT O� m o w o w w/ FLAT WASHER AND HEX NUT (TYP.) Z N ° 2 Z II Z Z O o • BULL GEAR 4' -7 ± i� ~ FLAT COVER (I) cn z o HOUSING I JOIST (TYP) FLAT ) COVER < c>J . 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APPROVAL DURHAM ADVANCED WWTF CONST. 2 PRINTS 1/27/04 DWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. RECORD TIGARD, OR RDC 1/21/04 NTS 0 203160 / E24 r / / ►� ICI J( Il ql A = 0 2 el / \/ z _io at r. -9 co - 5 m z - D rip c i71 M CD _I OSD id) U 4 S / ij m o o � 0 0 17 < 1 >0 en C X Z X 0 C z io ,,, , ., ./ . , / a) ,-t,_ 4 u / w 4 1 / ' c(.3 . m i . c . / mgr P 7 Illk \/ \ 8 -0 , 7i c M / //co i 2 g c F No. BY CHK REVISION DATE DWG. TITLE: (2) 53'0 JOIST SUPPORT EFC COf 1SE ATEK HATCH DETAILS CC) NSEF \/A - FE I< INDUSTRIES, INC. 495 LOOP 336 EAST • CONROE. TEXAS 77305 THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION DRAWING ISSUED FOR DATE LOCATION: CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. APPROVAL DURHAM ADVANCED WWTF CONST. 2 PRINTS 1/27/04 DWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG. No. RECORD TIGARD, OR RDC 1 /21 /04 NTS 0 203160 / E25 r - o a) • z N A 1 73 M . -/ n CJrm xiD.. U) N D • Z O -1 Z \® R° O fl O = -( 70 C (n N e 1 -O a) / N In X fi r \ O � -I O Z e G) . \ yleV I / , n „ 0 7 \ ,,D\ e 0 - o n /mg m / V - NJ I / 0 C 7 (./) Cn T z 1 c O m Cnm z m . . m I 11 m m 0X N m (7) 4=H1- 0- z 0 N. m x r 0 in (I) (/) _ CO = G m Dm K m C7 m m x m 0 No. BY CHK REVISION DATE DWG. TITLE: (2) 53'0 JOIST SUPPORT EFC CCONLISM FENrAff EK® CENTER SUPPORT DETAIL 48 ° O OP 336 EAST • CO ROE TEXAS I 7 305 THESE DRAWINGS ARE THE PROPERTY OF CONSERVATEK. THE INFORMATION DRAWING ISSUED FOR DATE LOCATION: CONTAINED ON THESE DRAWINGS IS PROPRIETARY AND IS NOT TO BE APPROVAL DURHAM ADVANCED WWTF REPRODUCED OR DISTRIBUTED WITHOUT WRITTEN PERMISSION OF CONSERVATEK. CONST. 2 PRINTS 1/27/04 DWN. BY CHK'D DATE SCALE REV. CONTRACT No. DWG No. RECORD TIGARD, OR RDC 1 /21 /04 NTS 0 203160 / E26 ® N z°m Z ' XUM ; o zz ° w o w Z � ,° , MI - o d W n : ° z O LC") cD I. -X �zz a r7 ■ E XISTING JOIST Ww Y ¢ o O ' 4- W)--FA z (-.1 PC 252 -1A HW E wa 0 0 0 II( P- PC 252 -2a 0 0 0 0 DO L. ° ' O ' O Z° ° Uj 1 -1 I m o z N z 11N Q 2 r .4- W < o O Pr �wm o N � PC 252 -2a O z oo PC 252 -2b 5/8 "x75/8" m • °Q m ADHESIVE ANCHOR • wz ' 0 TYP. PC 252-1A z o N .8••••••• >: Alk\ I l w J N I Q - CC W . 0 0 0 1/2" x 2" H H B I- UJ Cff TYP. 0 O C..) O A 0 0 c a n 0 Q I-0_ >° PC 252 -2b II Q Q / f NO ISOL GASKET. O -� Z ~ Fl ELD VETLN CUT AS REQUIATION RED. Q _ - -_-J . < 4J N1 D O F 4 D 3 N U o p / PC 252 -2b o J . Y (FIELD LOCATE) 3/8" x 3 3/4" EXPANSION ANCHOR - - -(i • PC 252 -2c w (FIELD CUT TO LENGTH o o N 4 & MATCH DRILL) . PC 252 -2b 4 i (FIELD LOCATE) 4 . O . 4 z �, z 5 ° a Cr i 3/8 x 3 3/4" EXPANSION ANCHOR u U . z • Y a 4 i 4 DETAIL A Q Q C O L U V\ SUPPORT SETA JOIST SUPPORT E21 m ._ o 0 i i O Q U cc Z L