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Plans (3) REC./EllvED , . IK S E KEITH PANEL SYSTEMS Co., LTD. P 2 4 ?OW CI tl T V0C 7 - ��1A iBCVe z ARCHITECTURAL BUILDING ENVELOPE UTIONS 1 t©p 0 ° ° mik 7 o G 16580 SW 85TH; TIGARD, OREGON; 9722 C�� 97224 USA DURHAM ADVANCED WASTEWATER TREATMENT FACILITY PHASE 4 EXPANSION GENERAL ©ONTRACToOP PROJECT ENGDNEER ARCH TE©T l3u a c City of Tigard CONTRACTORS INCORPORATED MWH AMERICAS ARCHITECTS ASSOCIATIVE INC A eve. Plans 19165 S.W. 119TH 16580 SW 85TH AVENUE 102 -8513 NE HAZEL DELL AVENUE B 4,0 %: ' Date ( ®( la7 TUALATIN, ORGEON TIGARD, OREGON VANCOUVER, WASHINGTON y , , `•. 97062 USA 97224 USA 98665 USA 6,43 ` D -XV TABLE LE OO F CONTENTS 1.1 GENERAL NOTES 3.1 NORTH AND EAST ELEVATIONS 4.1 SECTION D1 DETAILS 3.2 SOUTH AND WEST ELEVATIONS 4.2 SECTION D2 DETAILS 2.1 LOWER GROUND FLOOR PLAN • 3.3 ENLARGED NORTH AND EAST ELEVATIONS 4.3 SECTION D3 DETAILS 2.2 UPPER GROUND FLOOR PLAN 3.4 ENLARGED SOUTH ELEVATIONS 4.4 SECTION D4 DETAILS 2.3 ROOF PLAN 3.5 ENLARGED WEST ELEVATIONS 4.5 SECTION D5 DETAILS DV 2.4 ENLARGED PLAN 4.6 SECTION D6 DETAILS OFFICE 1� �OI i 2.5 ENLARGED PLAN D7 DETAILS 2.6 ENLARGED PLAN • D8 DETAILS D9 DETAILS D10 DETAILS D11 DETAILS D12 DETAILS D13 DETAILS o 0%@0111E19 C OG°3 G611717120bG1d ® S EC PROt 5 AP I 2007 �� , A P �� =' . I L 25, 2007 � G,� (finn nn 2 n /� nnnnnn �� //77/ �� nn � 11,266 CSo a��V�� LrOW QL�L�W�VL 1L�i , OREGON A J t� U S7' 21 2007 '� �'4 N �� n 0 0 ALL DIMENSIONS TO BE GENERAL VERIFIED ON SITE. Q 2 a 1. KPS SCOPE OF WORK: 9. THESE DRAWINGS SHALL REMAIN THE PROPERTY OF KEITH PANEL SYSTEMS CO. LTD. THIS DOCUMENT 1. SYSTEM "A ". 4mm MATERIAL PE CORE. SUPPLY. SHALL NOT BE REPRODUCED OR USED FOR ADDITIONS OR ALTERATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF KEITH PANEL SYSTEMS CO. LTD. A. SPLINES, EDGINGS AND CLOSURES AS REQUIRED. B. MEMBRANE: NONE. 10. OUR COMPANY POLICY IS TO IMPROVE AS WE PROGRESS, THEREFORE, THE DETAILS IN THIS MANUAL MAY C. BUILDING WRAP: TYVEK COMMERCIAL WRAP. IMPROVE OR CHANGE AS APPROVED BY CONSULTANTS. D. INSULATION: 2" ROXUL CAVITYROCK. E. SUBGIRT: 18 GAUGE GALVANIZED STEEL G90 AS REQUIRED IN DETAILS. 11. DETAILS OF ADJACENT WORK ARE SHOWN FOR COMPLETENESS ONLY. THE PROJECT ARCHITECT/ PROJECT F. FLASHINGS: PREFINISHED FLASHING AS REQUIRED IN DETAILS. ENGINEER/ THE CONTRACTOR SUPPLYING /AND/ OR INSTALLING THE STRUCTURAL SUPPORT IS COLOUR — PLATINUM RESPONSIBLE FOR ITS DESIGN/ INSTALLATION TO ACCOMMODATE ALL LOADS IMPOSED UPON IT BY OUR PRODUCTS. ALL SPLINES TO MATCH APPLICABLE PANEL COLOUR. 12. OUR ENGINEERING IS LIMITED TO THE LOAD CARRYING COMPONENTS OF THE PANEL SYSTEM AND ITS SYSTEM "A" FRAMES TO BE PAINTED SILVER METALLIC FASTENERS SHOWN ON THESE SHOP DRAWINGS. THE REVIEW FOR THE LOADS IMPOSED BY KEITH PANEL SYSTEMS PRODUCTS ON THE SUBSTRUCTURE IS THE RESPONSIBILITY OF OTHERS. 3. a) FASTENERS C/W CORROSION RESISTANT RUSPERT COATING #10 SCREWS TYPICAL UNLESS NOTED OTHERWISE. 13. INTERACTION BETWEEN DISSIMILAR MATERIALS (IE. ALUMINUM TO GALVANIZED STEEL) MUST BE SEPARATED b) EXPOSED FASTENERS TO BE STAINLESS STEEL #12 SCREWS UNLESS NOTED OTHERWISE. (IE. SHIMS OR SEPARATION TAPE). 4. STRUCTURAL SILICONE: DOW 795 (PANEL FABRICATION AND AS NOTED ON DETAILS). 14. ADJACENT SUBTRADES TO LEAVE MINIMUM 6" FLAP OF AIR/VAPOUR BARRIER TO TIE IN WITH KPS. SIMILIARLY KPS WILL LEAVE 6" FLAP TO TIE IN WITH ADJACENT SUBTRADES WHICHEVER COMES FIRST. 5. JOINT CAULKING: IF REQUIRED AS SPECIFIED PER ARCHITECTURAL. DOW CWS RECOMMENDED. NOTE SHOP DRAWINGS FOR LOCATIONS. 15. THE EXTRUSION SHAPES SHOWN IN THESE DRAWINGS ARE GENERIC REPRESENTATIONS OF KPS PROPRIETARY SYSTEMS. 6. ALL PANEL, SPLINE, CLOSURE, SILL, AND FLASHING SIZES TO BE TAKEN FROM SITE. SHOP DRAWINGS DIMENSIONS FOR REFERENCE ONLY. 16. IN CASES WHERE BITUMEN MEMBRANES LAP OVER HIGHLY PLASTICIZED VINYL BASED MEMBRANES, SEPARATION TAPE SHALL BE APPLIED BETWEEN THE TWO IN ORDER TO PREVENT PLASTICIZER MIGRATION 7. WEEP HOLES: 1/4" DIAMETER HOLES. 2 HOLES —ONE AT EACH END ON BOTTOM OF PANELS. INTO THE BITUMEN MEMBRANE 8. REFERENCE ARCHITECTURAL DRAWINGS TO CONFIRM ARCHITECTS INTENT FOR ALIGNMENT OF ALL PANELS 17. ALL STEEL STUD FRAMING AT PANEL SUBSTRATE TO BE MINIMUM 18 GAUGE AT 16" O.C. STUD REQUIRED a a a- AND JOINTS BEFORE COMMENCEMENT OF SITE MEASUREMENTS. AT VERTICAL PANEL JOINTS a a % z (- 18. COORDINATION OF THE VARIOUS TRADES WILL BE DONE BY THE GENERAL CONTRACTOR TO COMPLETE THE L 0 la- 0 FLASHING REQUIRED AND AS DETAILED IN THE CONTRACT DOCUMENTS R BBB 0 D W V1 V) N n n n o o O TYPICAL PANEL CLIP LAYOUT MEMBRANE INSTALLATION DIAGRAM o N N ct re Li — — — — TYVEK COMMERICAL WRAP ° .- N M — • — • — FULLY ADHERED MEMBRANE Z � / a PANEL CLIP FIXED TO PANEL FRAME — ' — ' — ROOFING MEMBRANE O " $ 3 g s PANEL CUP ; m NOT FIXED PARAPET MEMBRANE = g g 1' -4 TYP. { BY OTHERS _ 1 ,...6!:23. ° ) o _ I< ROOF MEMBRANE r, I rn _ o ° a e 1 s BY OTHERS I .T " EXTERIOR FINISH W > : $ i ; PANEL CLIP AT MID -SPAN ° p, } „ q Y FOR PANEL HEIGHTS N � t o 9 5 2 ; r WYtt mit TYVEK COMMERCIAL WRAP a w GREATER THAN 5' -0 ir• � w ' o a fill': 6 ° 9i p �g $ Igo, Z ____________________________ — ` r sfi I WALL OPENING a o 8° 5 m„ a a MEMBRANE BY 3 I B i l = N 0 ROOF y{ KYUNE SHEET METAL Y o E a ° e v INSULATION NM g.go ° BY OTHERS MIN project OPENING (WINDOW) ADV. h PANEL CUP AT TOP- MIDDLE OF EACH PANEL WILL BE STIFFEN PANEL AS REQUIRED WITH FASTENED TO RS FRAME. THIS WILL ALLOW FOR ALUMINUM STIFFENERS WELDED TO PHASE 4 EXPANSION h EXPANSION, YET NOT ALLOW THE PANEL TO SUDE PERIMETER FRAME AND STRUCTURALLY INTERIOR EXTERIOR EXTENSIVELY INTO THE VERTICAL JOINT. SIUCONED TO BACK OF PANEL project location: D IIIIII III 16580 SW 85TH LL WALL OPENING TIGARD OREGON � MEMBRANE BY 97224 USA ' C I I SKYUNE SHEET METAL dote: March 16, 2007 ' 11 -- scale: AS NOTED � i INTERIOR " f TYVEK COMMERCIAL WRAP drwn by: GP `` INSULATIONr project no: U2136 c BY OTHERS I B ASE MEMBRA 9 o dw . title: a �' .I —7—. BY SKYUNE SHEET METAL GENERAL NOTES a r- 5 —m ry ,,-, p - : ' dwg. no: > > r e 1. 1. • :: \KPS \Alucobond \Durham Water Facility U2136 \U2136 — Durham Plane.dwg 1.00 PM August 21, 2007 `� ©, I .r I • x cn n 0 0 O. O O 0 O O s 0 - I 7 - I - - 30' 4 ' iirS A,.../ N i iir CO i i 1 7 I © – � X111' – — - � A -Mill '; : r Illy .III • � ` . - A 0 A I n�a� �nhN NM. ��lux�hhH��L�T►��uh — e O i i • • aij . 1 , 1 " ij .• ■ 1 I: • (E) • ... ... ,• -te r._ _ _- -- A .. !, IIIIIIIIIIIII GIP �P 0 -_�: � 1 . _:� J 1: - 1 ' i �1 ® i i ct_i) m o W D • o , n n a 'a NO. DATE DESCRIPTION --if 7, CA p Q ' D 1 APR.03.07 ISSUED FOR APPROVAL Z 5 o R O m n : y .. N m— XI — a a 7n m C 2 APR.25.07 ISSUED FOR APPROVAL o m T. KEITH PANEL SYSTEMS CO LTD. o z E A ; $ Z, o �� D p `� p 3 AUG.21.07 ISSUED FOR APPROVAL ti N = Architectural Building Envelope Solutions \ \ Z O 0 Z , Z �( m 3 SURE 1-40 GOSTICK PLACE phone: (604)967-4499 41 —Z � q Cl 1 0 '0 NORTH VANCOUVER BC fax: (604) 9804766 f3 R1 _, g Z < hllpl / a vnvw kellhpenel aom email mall ®kellhpenel.00m W O 3 This drawing, Its prints and MI pane thereof ere, and shell N m Z Z remain the sole property of Keith Penal Systems Co, Ltd (A PPS building envelope system) and may not he (4 _____+ reproduced or used for any purpose without written consent. T • , r , 4 ,. a ,: \KPS \Alucobond \Durham Water Facility U2136 \U2136 - Durham Plans.dwg 1:00 PM August 21. 2007 • `•r N D _7) F1 13 rrl 0 0 cps 0 •© o 0 0 II O_ 100' -4" • C � — 70' -4" I . o v I I I I I 1' j 1'' O I \ • ,r 6 -F I -' • m -0 l \\ \ NI N V 6 ‘\\‘ N , *I, 40 q), \ A \\41, - •, ,, i N \ \t' ' N \ Nt.,.\ 1)\,N. , \147 , ....... \\ ,,..:..., - \\ N, \ 1 \\ \ \\ i \\ NO 4 \ V■ \ 4 , \N . 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DATE DESCRIPTION —* S a o Rte+ D N r I( 1 APR.03.07 ISSUED FOR APPROVAL iv x v x) xi o + o y m 2 APR.25.07 ISSUED FOR APPROVAL m • M x KEITH PANEL SYSTEMS CO., LTD. Z v c7 c � N v o z o hi.- p � '� 3 AUG.21.07 ISSUED FOR APPROVAL Z o D T. Architectural Building Envelope Solutions S -Zi N UT O a z X m 3 SUITE 140 GOSTICK PLACE phone: (604) 91374199 W W V1 N v - - 0 73 D NORTH H ANCOUVER. BC lax: (604) 9804756 w — O g Z C hllpll.www.kelthpanel mm smell. mail ©kellhpanel.00m CO Cn Q 3 This drawing, Its prints and all parts thereof are, and shall N m Z Z remain the sole property of Keith Panel Systems Co., Ltd. (A PPS building envelope system) and may not be 5 reproduced or used for any purpose without wtltlen consent • F •e 0 r , a a \KPS\Alucobond \Durham Water Facility U2136 \U2136 — Durham Plans.dwg 1.00 PM August 21, 2007 (.1 C 4)3 ri 0 O 0 0 O O O O -.. "r1 rn -. 100' -4" A II -• - 70' -4" f I 1 1 1 0 I° . < . . 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DATE DESCRIPTION ^7 v m 1- 0 0 . 5 a J ^ y K 1 APR.O3.O7 ISSUED FOR APPROVAL N Z 50 R 4• o to m e 2 APR.25.O7 ISSUED FOR APPROVAL o m v $ c2 g m KE IT H PANEL SYSTEMS CO., LTD. oz p 3 AUG.21.07 ISSUED FOR APPROVAL v) N Z a ,- A D= Arch i teelural Bu Envelope Solutions Z O m Z D z' X m 3 SUITE 1 ons 40 GOSTICK PLACE phone (604) 9874499 W W —Z� N W •p A NORTH VANCOUVER BC fax: (604)980-4756 N in > _, > V7M 3 0 O Z 41 http// .kelthpand cam email mall @kallhpanol mm co O CJI Z1 3 < This drawing, Its pdnte and all parts thereof are, and shall :1 - m z z remain the sole property of Keith Panel Systems Co., Ltd -t (A PPS building envelope system) and may not be (d m reproduced or used for any purpose without written oonsenL -1 .. .. • 4 e . — — - • ,4p. ° V/ (11) CP • . r 1,/ n .. . . • elt GI _ _ _ _ _ Ili L.-• CPI - - ----4- . CR ITI CI t co • 0 L •,-1 8 � l . 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BC fax: (604) 8804758 N H W rn CA ro VISA 3G3 - -I 8 Z "'I G htlpflvwww keilhpanel.00m email: ma0®keilhpanet.00m V O 3 C This drawing, Its pdnle and all parts thereof are, and shall CO Z Z remain the sole property of Keith Panel Systems Co., Ltd. — I (A PPS building envelope system) and may not be G reproduced or used for any purpose without written consent • • .: \KPS\Alucobond \Durham Water Facility U2136 \U2138 — Durham Plans.dwg 1:00 PM August 21. 2007 • 4 D, I \�". . I • _� (1.1)) I • Imo/ \ S: . ®0 _ - - I NI V) z CID 411) I CID CID I l 0 `N. 8 ' 1 . N - 00 t:1 � 0 o rn CO co • m T z j 5' -2" TO S L A B - / / 1 -08" 7' 8" • Op —1 ..410!. 0 I I _ _ ____ j 41 O I I fn i ",0p. . i_., a '. ; -,9" I .\. II1 to 5' -2" TO SLAB \ _. l \ �© C 1 (310\ 0 0 0 \ 1 0 EU LsAr ,/ f-1. I . /'` © \ • t .. 1 \ 61. -1" • I _ 9 CL S T a a NO I . DATE DESCRIPTION —* A v . 'o v � ?; = D KPS CA ISSUED FOR APPROVAL N 1 �v r . F! a N - ' 1 G 2 APR.25.07 ISSUED FOR APPROVAL ° m r0* 5 q o ;52 m 2 5 KEITH PANEL SYSTEMS CO., LTD. o Z = Arch Bu Envelope Solu 3 AUG.21.07 ISSUED FOR APPROVAL Z N C 1\..) _ m gyo �( A z Y m 3 SUITE 140 GOSTICK PLACE phone: (609)987-4469 W W —Z-8 N r N VANCOUVER, BC fax (604)9804756 I3 — (r1 N > V7M 3G3 g > L hllpl /wow kellhpanel mm small mall®kellhpaneLoom co 5 3 Thle drawing. Its prints and all parts thereof ere. end ahe0 N fn remain the sole property of Keith Panel Systems Co., Ltd. z (A PPS building envelope system) and may not be .�t� reproduced or used for any purpose without mitten consent. � y tl .,e at .L a , e : \KPS \Atucobond \Durham Water Facility U2136 \U2136 — Durham Plans.dwg 1:00 PM August 21, 2007 • ■411DI . 6D C P J GO © � © i. Alakki. . . 8' 0 T \ Cr) .� 9D 0 m D • • / 1 5' -10 Ilk 6D \ to P .,,s,.\. litoo - - \ . • - UT E co- 4' \ 1' ON6° 7' -8° 8 ` . I 5'-1 0" R► ,� . `• \II \• Mi ` am` , O i \ (lb C© '1414441\ . 0 \ i • . 1 ' 1' I ,_. / . 8 , i r . I I (. ® CID ( 31 1 .., . . • .. - . p - - - - - \� • . . ' 141 I i . . • 1 D , OD (t) .: .. 1 I 6 . • a - = i . 5'. ; o a a NO. DATE DESCRIPTION " • Z a �1 i N r 1 APR.03.07 ISSUED FOR APPROVAL N Z • M y w ° s . § b R y -I v 2 APR.25.07 ISSUED FOR APPROVAL v m m `� A ►n m c KEITH PANEL SYSTEMS CO., LTD. Z o v N $ Z i o c$ 3 AUG.21.07 ISSUED FOR APPROVAL N r Ar chitectural Building Envelope Solutions rn fZ e Z ) m ( � 3 SUITE 1-40 GOSTICK PLACE phone: (604)987-449S W u N -Zd G) D y NORTH VANCOUVER BC fax (604) 9804756 N — R1 -4 N V7MSG3 - O g D 1' X v htlpl /vnvw kellhponel mm email: me0�iellhpenel corn CO Cfi — O 3 C This drawing, Its prints and all parts thereof ore. and shall N m Z Z remain the sole property of Keith Panel Systems Co., Ltd. —1 (A PPS building envelope system) end may not be W • reproduced or used for any purpose without written oonsonL .... ALL DIMENSIONS TO BE VERIFIED ON SITE. 3 1 6 ¶ TTT 1 I t • 1" TOP 1_76.72 PARAPET WALL I - I I I I PLAN KEY: -...... .. .. .N T N 153 I MI�� — — E•m=M�Y��:° 11111111111•■•••■••■•1•1=====��■■•• •;I 154 nI .. .. ∎..1 -- -1 — WO 155 ------------ 0---- i - - --1 I 3 ! - —. �� -- ---- ,.�- �..� —�� .- �� - -- •∎� --- - -- ••�� —.I --- - - - -a- avow---- � .- - - -1 — • .-- - - -� -- - -0 —� I I 4 7 ° - - o 1 —.. .- -- --� .- - --- -- -- miaow- --mi --- - --•I 156 I 5 12.1.w. =- -� , ------ ,•- - - - ---' •-••--------------- !!l- =L------ --wj I L -------------- o.. — °---� ' — �� / I.I.M/MR -- -miaow 1∎•••• irZI=• 157 I ELEV. 150.50 r. - -mi - -1 — •--••-- -------------- ,.-- •�----- - - ---••=1== .r T OP SLAB _ — — - •— = : �� *� .�� -- 1 I I 7 H I F - 58 2/3.2 2/3.1 I 8 ; 1 I -159 I A I 1/3.2 I 9 H I I ' - 1161 I I 10 Ed I Lir1 1 11 1 1 163 I 1 ) 0 1 ) • ® NORTH ELEVATION I SCALE 1 /16 = 1' -0 ARCH. REF.: 1 /100 -A -001 ce i i o_ a a �d 0 d % Z 0 IX ir 0 0 CX 0 0 0 0 • UI U) U) 0 0 0 T TT E D TT A I I I la- t. I 0 . 11 11 AIL 1 a 1 ■!! 11E111 ' o 63 54 . � 1. � _ ' � _ � - - OP C 164 33 � v P V — — cam TOP NCRETE - c ° C -- I 440P-CONC. 160.33 CONC. WA - —64— 55 ._ - - -- � ir... ! _ . - S -�� a v E ° T0LL r � �mi-- •-- mi - - - - - - J m ' c $ E m s • a AT EAVE 40 -- =° = ..— _ ° ::� ∎�� " 1-:—"'i----1- ��— :� � mi -•� - - - -• �• - -- mo d' a �` 8 _ -4-3-?! o ° • 0 I ne 1------ � - - mi---- - -- -mi-- -a o il -U i�—M Y 56 ° 66 ;57. � ��- a��- _ � _ ��:_1 19.r �, ��L -. owe. •i - �,. : - o�� _ W � � _ a $ :. Via. �!!,. �� -� p _ I -• - -- -- -ow mi _•• '� mi a�� 'v —�� ELEV. 150 Y �n z 5 ;1 I 67 ..58 : Nvmir - - - _ - __ _ — mi __ - -- 27 : .' c: : �._ _.. n =mi : :l_ • . - - - - -. i TOP S p I -- -- ° c -- �� - 1 DURHAM ADV. 68 : 59 , ? =� �� ` =�R - ��= WASTEWATER TRTMNT • =gum 'n nrimmirmummarmmommironlo — - --69- . =C0 - 7- .� — � � y-• .--------•"'a--- I �" • •- mi---- - mi� -- - -mi PHASE 4 EXPANSION i =u � �. � 23 __ I=� =� - -.:.t— ' .mi--- -- - - -mi ---min • I il og'-- � -� ---- —� ° °--•--- t• --- - -� • ---- "-- mi- -miow— ro ect location: 70 ,61 t1•Iti -L �--. I imi� -mi -.. �r_� -,24: � . i •— • •-- mi --.' �-- mimi ---� ��■ lssfio sw 65fH �LEV. 160.33 ..� �: �� — °� 7 �' Fr:: X5 si22� AS o usoN TOP CONC. WALL . g - 47 g . "28 2 1 ':t..:. ELEV. 132.00 _ I 2, TOP SLAB t ME - ELEV. 132.00 dote: uarch 12. 2007 . . TOP $LAB stole: N07131 I • I- _._._._._._._._._._._._.. _._._._._._._._._._._._._._._. drwn by. CP 1 project no: U2136 dwg. title: ' 0 ELEVATION ELErA IONS EAST / SCALE 1/16 = 1' - ARCH. REF.: 2/100 -A -001 • dwg. no: 3.1 • ALL DIMENSIONS TO BE VERIFIED ON SITE. I. 1 T r T 5 g . , . .r ELEV. 176.22 ® \ _ ® \ \ I © EV, PLAN KFY: TOP END OF PARAPET � '\ ] - . ,•� Ma & WALL \ _ '��• -- • • -- •T -•�. �_ ■car■ I -• •- •- •- •- •- • -• --- -• �• T :rFP - - - -.e .�...�.....� _ __ � ` /ir�ilr � �i �' = ; • n tl: d 63 r . _I% Irrrr. , frrrrr��_ O_ I T� r - -..•W. .. _ ra rr • �. < iy .u'. ELEV. 161.45 _ _ TOP PARAPET � � _�� '� � — i r � r rr r.r -��rr L�'1 rr tiw�i . - tea L r yl Yr. r�lrrovrrrr :- ro__i �� - L ° rlarr� -. I � - - rear_. '•.2 •• ∎ •• _ = _ s : ., 1 . � rr_ - � ��'— � _YY. .„r,,,, 7 11 65 ' rRlr' X40.: �� rr ml im m • I ol__ ., ?• r •ar_rr�ri � `= `f sx � �� —�� Lr �r�� °� I �� _ _ �� J � �� -::,.:17..--- -- ■ YYrrr. . : : : :,- .rrrrl-rrrr ---- au ` :- � �%.r -1 _ : > rrralrrrr i I � ' •a - o rl.+� IMa• I 1I . nim in� rrrr _ M1 ,�. SIHD. im .Yl-r =ter. mmimm ..r Y rvrrY t_ __.rrrr l! i; _ 9 '-, ti•' a= _ ...m fits r r__ l___•L I r__.1r_r■ n.r __.rr_.' �• i • '• .{ +S:yN. -'l1I - ---- .rrr _ �YY� I rY 1_r - rrarr .� _' - 81 ;' T a: ' .66 '- ri rYrrr• ��`� .rYrl - r I I � r r ` rY a a . _� _______I___..,......, _ . _ -___ ., rat: ■� mr1a a n -- _._Y_Y_rr{ • 1 �.l i ii. X 97 ' • w � rv I i.Y_rrrrrr. -a t =11Ia1 min 7 v �. Y rrr ; rYYrYr . � ii Yrarr � i -.,^ ma mom a l 4 ∎� =� — O ��rmr.mrar. 11 =1 2 32 111111 / ��- 2/3.1 __ �rr_r_ _• :,-� _ r u= _rY_r. �IM ∎� . = rvYrr. —�� I •_YrlaYu� 'I— rr _-_ ' _ 1 . 98 _. 68 r l i.•: .�� `- 1111111 A 11 t Yr . r• =rrr n•Y= rrr. � � x 68 !* __ f rYY - ��Y 1 — r V. ��t� r.rr s. g1,...rrrrrr. MU —li —� 1. 1rrr.lr W■ •rrrr____■ � '�I� =MN = = . __rY rr •••- --mi — •rr = r.'Y■ r A� u.rr:Y:• - __ . ._Y_I -r_== �■r■ur■ ''�� :. 9 9 : mar _ _ I� � \.ur�_ \ '.1 , -_• - -- ' Y = :r= ...,_, Yr , - -- -.. • : :::- � I 1/3.2 rrr = tlrrY.��_�- rr • -- �� .rrrYrrY I ... mom =.., w C. "-", I,> .. -rrrri .rrrrvYY min ri : fl _rr.iu-._tB...�, _ , •_ a . i00 'r ' sue - - -• r . Es= --- -� - - -• l _____rrrr if - M. ._■rr.rlrnar - • I I�� I, 70 � .= I r ' = w ELEV. 136.00 • - _ � .�- ---r -n -� , ... C ---. --� i ,� ._rl.rr �r. -�� = = � - t - Cyr f i��rr - � ��' rrrr l.rrr.�' M_ TOP CONC. WALL I ; : I �``EL_EV._732.00 r YY I I j I j I j t '�._._._._._ t. 1 i j f ® 1• SOUTH ELEVATION —._._._._. _._._._._._._._._._._._._._._.� - - -• -•- - > 4 4 SCALE 1 /1 = -O ARCH. REF.: 3 /100 -A -002 O O O • 0- a a a n a z 0: CC 0 0 0 0 d 0 0 0 V > A B C D Y F G H J o N N 0 0 0 \ �' '- O N N I ♦ I I I I i, ® o a a • 1 \ 1._._._._.��• Z - N M I IlIIIhlIlIlIH r >a'`P' E I 0 • a s a 23 8 I Jj m III I I 8S m T - ' I _ 1 �� ■, � ��" c� m - ELEV. 164.33 -�_ 5 10. 93 I c F i g s S m _Y__ ••11.1111 l I 5 � 40 ® 'i�..tsPCl.._ >: I w W OP CONCRETE r.____=- o 2a E P, rrYYYYY . - I - ELEV } n t o U 141 ` 1 L ===J !j '= I TOP CONC. `Y A''''S g m L YrYYrrr. ��L • YYrrYYYrrY. m Yr. ` r rrrYrYLrrrrrrrr.arr• • j WALL AT EAVE w w P c or1• rrrrvrr• CorrrrYr• o.q, . 1b S rr �� .� 119.10. - 95 rY.MM�=i u rr�m�rm.ouultiijri m .RTC i .C- '.ICI -. ��_ �� ` rrrrvYrrrrrr__ j o F g q an i o e �r.��rr ��r.rYviit rrur_r_rrY Ymmilmmr.. �im P'..r_rrr_rrrr. =�� =. 1 20 1 0 a < $ Ali r o>♦ lr r. •rr..r.srrYrrr 96 1 u - ch ELEV. 150.50 1•11••••••••11===11=•• MYrr■r • _ ��rrrrrrrrrrrrrYrrY :1 m ; L " -_ 1 3 1' , J rrrrrrrrr..rrrr ___ ■ rrrr ° .• • I TOP SLAB F r voi _ Y____Y_•• _ ; •R -15-1..; +'a' 01..x$ Ir?7v R = i�� YrrrlYYYYI —_ 10, 97 I 1= d` .. "'' 9 = a I --.. L rr_Y_Y.. ••∎. � -nr 1 ".� � . rr. r _ ■ _ __ %W 121 , I ' oY_r te l: . � r �_r_o_ � _ r rr :.? • . r w rrr r__' rYr..rrrr YrrYrr ,: IF rr r.. r Y. L_rrrrrrr rrrrrrrrrr rr.rr. 1 98 YYY :y� — 3' 4 6 % .�' `.f�}� °�� °m �i � r .�rr��_ ��r�.11 10 j project �� . .r. : _ r ____ra as __rr__r__r -_r, I DURHAM ADV. ' r �� ,a��s .rr_r._rrr_rrr � rr r �� rrYYrY. 1 2 3�: 1Q: II . - r -- 1 7 ° � .�aawr_arr.Lrr�_ rrr u r, A-...-- :. - 99 'Er ' _ I- '° oo.r: Y �_. I WASTEWATER TRTMNT • I. R + �� r .r��Y�_ri�r °rY� r � 100 I PHASE 4 EXPANSION rrrr =_M:„4BC ELEV. � ;... = = = =�. - -o r � mar_ �rY ��__ ��Y rr o_r �� 124; _ I ELEV. 136.00 _ _ _ � .iYrrrr. - I TOP CONC. WALL – – ■ ,� r r ■rr.rr rrrrrrrr r_rr_rrr. I F• .63' ; 149- : }3B --2. project locabon: • 'yn 1 110. 101 I 16580 SHY 65TH ELEV 132.00 – – – – . I I IIGARO OREGON I 97224 USA III • • -• -•- 1 j scale. AS NOTED dote. March 12. 2007 �� . ` J drwn by: CP project no: U2136 dwg title: • WEST ELEVATION SOUTH AND WEST SCALE 1/16 = 1 - ARCH. REF. 4/100 -A -002 ELEVATIONS dwg. no: • 3.2 n ALL DIMENSIONS TO BE VERIFIED ON SITE. J Q 0 o. • o PLAN KEY: t N 1 1/3.1 V 1/3.3 © O E i D C n 6 TL, ` fol' , < ® 1 /5 4 TOP OF PARAPET WALL - - - - I �> �, I r , I I — r r I I I I I ‘17 i ��I / I 4 c► S T �� ANL I 1k I 1 -O 1/3.4 2/3.4 3/3.4 r I I I I � IM TO- . I I i� _I ,Ki' 3.5 2/3.3- 1 I 2/3.2 A 2/3.1 r l ' � 63 � 3 . di: . ;:5 . EL 16 4.33 � � : ∎ I• 1 /3.2 AIA ",■II — �� T } f1i� ,® �— - 14 ' c X . I grj■ EL - C 164 EiE I M - - -- - . . I ? I :.:. -1.- _ — I t� _ ink "' . III La 6 © I I I I I I I I ELEV 16033 6 64 t;..: - -, f 0 33 o l 1I7r XEr "to ' 2 I TOP CONC. WALL AT .,.o . "40 11 �,.r... ' � � : � � � AT EAVE a I ';' x.: 5 _4 I � . a .. 1 I Ti .. L };, ' �I 1 3 I I II I 65 C I s... 56 :: ; . " 41 r1 I ��71 ' :I :18: :':.i'1 ! 4 o • c cc cc N 6� \R7ERflill♦�■ i - i. _ �IfLfl f)•f1•f1•f11•f��f)•I■ w 7• 11 / 1 66 art 7. .1 42 � .�_ " _ 1 0 0 0 0 0 ` � :` - – J' a o 0 0 : v , �:,: �fll♦fll♦fll♦W�1�� :,a I. "i'y X 11• w w w WO M ▪ .:„...`^..... .' ll•m=ltnT.�� u . ., . ' N N U V I \ -.4• dZ;11 I - t I' 27 :. e 1..20 i y .. 13 6 w . 67 . 4 ' ^ 58 - ' 43 I t��/�I , :':4 � s �� o I I I I I I :z�i l ''aa ,1:14.;, I I I ��MINN=� t �,,:. •rw n n n ELEV. 150.50_ _ ▪ f �_ ======31711 ; I,,;? ;tl• "` /� o TOP SLAB ',` ' ?;', t ri Mi `�1 ..: ^ :.r T L 1 f1•��i><f1• =l�l 21 7 ►t O N N to } M , : 111•111111111111111111111111 ��[�o :' { . .: ` . : _;:.; =� j 1' -C � I 68 r .. ,, A. ' S9a 1.4 . _ Q 1 i i 'F— . � • ` Is ., I 1 I ..f1•f1•f1 VAirAi111•Ii J j�-2 �'C, 4,k f3 � f , O N > 4 ' :pa' 1 sC 11 N ..-1.--1 �ELEV. 1.33 ,.� . I w.v.,..: : :.av I wI!_q�1'!!!!1us1 i x� : i f,f1 z I I TOP CON WALL 1 �9- 5 - I I t ��[�I s•s r ,; I ��1�,, Z5C 3 ' 1 8 i'1 - "'' y'`:` . I I I I ow 0 0 "W_-:23'1./;:4 I, r- . .�,.,:xe 1 : ;t. I //vim o. $ g 9 ▪ I ' . - T,.. ' II.= ■ I : th I _ 9 MT. J o a m g .2 r■ 7 +fit 6 ' " '"� 4 f I I woommomm�� ti mom 0 a --- m 1 a 1 ya_ 0 9 ' I,.'. .J:, I � 1 = = =_ )•0.111 1 - r ' 11. - 0 § g 1 a 7-11`- —_i To � �. 1 _.: . I 1 1 1 ' I l I I I I �: _I ; r : ° I a = _ to ..I ,;. =,_. ..., -, . I 1 ( It 1 I I f " - _ - I 1 m T r 11 I I I I, 1 ` 1 1 Nw w E a E I g i7 10 I 62 .47 3 l ay ' - 28 125 14 . I U) " o ° s 8 E v o0 i i 111 f I g' O r i . I w I h 1 - a ELEV. 132.00 _ _ I 1 1 I -- � m .4:1.4 °' I TOP SLAB I I TOP SLAB - �L:� - <.� - - - t 4 a cy E I. a W ~ Fl ii I� I.> IV Y Hi> o project: ® ENLARGED NORTH ELEVATION ® ENLARGED EAST ELEVATION ® ENLARGED EAST ELEVATION TE ATE TR c SCALE 1/8' = 1' - 0' ARCH. REF : 1/100 - 001 WASTEWATER NT e SCALE 1/8 = 1 -0� ARCH REF.: 2/100-A -001 SCALE 1/r = 1 ' -O ARCH. REF.: 2/100-A -001 PHASE 4 EXPANSION M r, project location: O 16580 SW 85Th TIGARD OREGON a" 0 97224 USA . 4 date: March 12. 2007 3 scale: AS NOTED E drwn by: CP f project no: U2136 . t dwg. title: a ENLARGED ELEVATIONS j dwg. no: .. 3.3 n 0 ALL DIMENSIONS TO BE VERIFIED ON SITE. J Q a- a. 0 PLAN KEY: T N 1 1/3.1 • h • V 1/3.3 1 2 3 ,® O ®' 4® 5 6 V 1/13 1111 3/3.3 • IM S TO. 0 414 *EL I I6 ' -1 ' I I `Y TOP EV. PARAPET 166.70 _ _ i _ -I .. " 4111F EL - EV. 16 4.33 . .. = i f�kmo -6° 63 , _ I \ • 1 / 2/3.4 3.4 3 3.4 , ELEV CONC. ��rW� \ _ \ �■`■� ■__M� �1��la� .0 126I•VI�� `_ �fl ■W -2 1 5( 6 � ; I ' i ce 30 M © [-)3.61 2/3. I 5 2/ 3.3- �■�� ■y' 94 =. • ' `' — -- - --- - '� 2/3.2 A 2/3.1 A {, ELEV. 161.45 .�M��= �N^1 �l 64A— 64 1 I '\ ,�' "V TOP - °� 127. 1 3i�' . 111 ' $1Q 40 .. lk I 1/3.2 �' ' I j w 13' -4° is1 � _ �; ,. — a 1 � 1 � ��It I : 95. ' : :: 80 .. I :. 65 • _,' . 48 4 1 I tr:ts�r I ..., -- LIiENE 71 a. :';_ 2 I © ' .a ria l 113 96 . ....;•: • 81 '81'i' °; ".' 66 44 42 0, "� J J J �YU ■� _ I — 4 ' . � I l 1•�� uv� �:. I�� - 1 l I 1 I I I I I I I I 1 a a 0- M � �_ 1141 . - i ':; '• . VI � -7..' . . ~•s:f ' ; ' a d a d . o �► ! _ 97 :• -'_/` _� �•: ;� •6Tr -_ 43 wr ______ ■ ,. 116 ■ z tt et re 0 0 0 0 I I I I I I I i9� ,•,,C : • ;� 82 :� ;+ •=:r: ' 1 • wmaM9� — Li.. la la_ N I MINI `98 _ - - � ;:j` I r I I I! 0 0 0 ODMn I �� \Q ■ 110 7 _ = 1�, a n'; ,:s.. _: I w co yr E 1111 1 I I I 1 I . - _ :. ;e.. ;' .:•�;k�: _ = 1 1 1 I 1 1 1 . I- ?;d• In ,n u, I • =.— 3 6 `) 0 iii ::L'; ?•I - I W� :7:69 ;' 1..' - 45 I I C o c�v c � � �- dirt/Milli _ :,! ff— c; t '1r '' ;.;q .• 37 I a a d a - I I - � - I - T I T P � . 1 i� 1 x i 1 I 1 1 1 I I in o � ��' /111•011 �M� \W.�� I rd ` 1 v . ;.. v. 8 • $ 93 ELV. 1 6.00 I` I I o w s • 'I CO C. WALL 11 B 101 • 71 47' : • ' � ? op m a g d 8 • 0 . TOP op ce �© ® © _ 0 II . I _ I I w o° n E On w m a E I I I N nS m 0. <1 [•> <•J W m 1 t3 U W E m o ENLARGED SOUTH ELEVATION � ; H o ® ENLARGED SOUTH ELEVATION ENLARGED SOUTH ELEVATION a a 9 = m 1 SCALE 1/6" = 1 —O° ARCH. REF.. 3/100-A-002 SCALE 1/8" 1 0" ARCH. REF.: 3/100-A-002 SCALE 1/8 = 1 — ARCH. REF.: 3/100-A-002 = L 4 = 6 ° a.-r.-:§ @ s y o o W 3 ' ^ _ o Y ,,i' 5.E ges project: DURHAM ADV. WASTEWATER TRTMNT PHASE 4 EXPANSION N project locotion 16580 SW 85TH u 11GARD OREGON 97224 USA I date: March 12. 2007 3 scale: AS NOTED c drwn by: CP project no: U2136 0 dwg. title: 0 ENLARGED ELEVATIONS i v, dwg no: 3.4 0 N ALL DIMENSIONS TO BE VERIFIED ON SITE. I N] • 2 O. o PLAN KEY: T N 1 1/3.1 V 1 /3.3 V 0 IV ...,,, • 4Ank-4 ill I- I i' • — I i SIM T0. 1 � jIM TO. 1'1-0546" 1 /3.4 3/3.4 �■ . V iii' IA -2/3.5 2/3.4 2/3.3 - 1 © 2/3.2 A 2/3A • • I ■ ■.- -,_ /M, to - 13' -4'. �- �� ® TV ' 1/3.2 150 • 139 136 �� 102'`. i 93 01.11 . - I 14 1 � - ,;p 1 r -- 103 - I . e go e I ® I 5 _ _ 4� B. —L _ 94 Ci • ��••11 ' 141 I ' ; 3rs��/��M .1' 111 i it I I I .... 11.1111=1111111111= ___►�' ��■ _ '' 0 0 0 um .11.11 _ :142 I 5�M�� 119 ' ; v 104 95 I a a a - I __ II I - 1 rr ., I e. ' , 2 ' 9 6 p p p * 143... - -' .LM�ii�� ■, _ 1: 20 "fir•;: _ .. . a w ', w Iv1WIMME:1 .... 111111==1111•11111 I I I I I I I l I 1r:2wr = co > ��lti■t�I . _ I ,.... `. •°-_ -, • .:. I - .____� �, ' -1•i�4 '. 158 15 1:' - I _ - ' :' ; . .._14 4 '` i ,;, ' _ .: 137 r Ef ∎ = M I I I I I I I I I I I . I I I I I :x'?? � .: :. I' W to N N a ; i;t;' .:.:: o to to in ■�iR' r , .: : . I 1 I I I 121:;,. 1 06 ; ! ,. 97 .. ■•■\v1 A__ I I I I I I I I 1 1 1 1 1 I I 1 :. .;.: : • _ . . n n n 1,45 rE- x ^;i' >� :;;,.,, .1._ fill 0 Id . C•11 .,.,;. °• ii■IM�� == I 1 1 I I O N • 1 ,.., - .. 4: �� I I I I I I I I I I I s.- ' ,:. I �� o 1= 1121$: _ 1^ ��M�� I I I 1 1 I I : k!i- I A Q Q �. i u r: • t,..f -., . I. .:. ; _ : �� mmm� I I I ( I I I t, +K . _. _ _• . ' . 7 - i.� �� .•Y� ;$: . ;:i-. = tY��MMI� 1 1 1 1 1 I 1 1 1 1 I t .€°" - . .1 • i - Z N r1 .., = �r p : ;... •.' I. = /��1• I I I I I I I I ; , '.T'r:$. > ? . ,. I :: e 1 p ? 3s: ,, r.,. i ��ta I I I I I / I I I 8 ■123 = St - - � •i. ; 'h , 1 fJ8 � ! `' 99 I d c 'I% X 19 R 3 .. - - -• ■ �.r1I1•/ == I I I I 1 I I I - 147- I •,_ ' �� mo��immm I I I I I: m rim �� : - : i 1 ;:. �� - - - -- I I I I I I I I I g g m P `� g . ______II 0 ,2 em ; i ' ��m�Y I I r = =� ••∎ I I 1 1 1 1 1 1 I 1 I 1.;,..:. I 100 0 a ' ® s 8 A�IY :' �� I 1 I I I I 12;1. :? . 109 : ' I a E I • _____ II : •�� I I I I I I I I I I I ' _ 1 t- g m g a. 1 163 ® 152 i 01.49 i 1 8_ Y3 --YYB . - • ' 110 l 101 a" E e ° 8e m i • I © D' I wm xw 8 c mm_ o ;I ° y O . '! I QZ a o s 9 °> ... ... f: I I I ° ��o 0 • E <•J L.> • ,i _ a - 0 project: DURHAM ADV. ® ENLARGED WEST ELEVATION ® ENLARGED WEST ELEVATION WASTEWATER TRTMNT i SCALE 1/8 = 1' -0" ARCH REF.: 4 /100 - - 002 SCALE 1 /8w = 1•-0" ARCH. REF. 4/100 -A -002 PHASE 4 EXPANSION n j project location: 16580 SW 115111 0 97224 OREGON N I. • date: March 12. 2007 • 3 scale: AS NOTED E drwn by. CR f project no: U2136 dwg title: g ENLARGED ELEVATIONS a o N dwg no: I 0. x 3.5 s • • b • . - ::\ KPS\Alucobond \Durham Water Facility U21.36 \ U2136 - Durham SecUons.dwg mmemk 1:01 PM August 21, 2007 8 _ -.1 ) .. . . men . ... iii Kr, ) AIM>) ; .> > >`)))31 11 Tkl, • •• ;..s. I •• it• ' ---CD -ci JJ m Is •:, 1 I. .. ... 1 . .' . I I—A I ■I i • • t . \ ... II li \‘. 410 (11? I- I - • al o 11„ : ..,. ._. G ..., _ Co Z • G . ) Il r 1 0 0 0 if 17 i'e .0' • > Z .---_-=..-__-... 73 :n $ 9 ____ . 1 1111 if e $. # P PP) i II ...): ,.....s. ,•••. • • 1 11 0 ... • " IftHRMNT • ,• , • :,...,...„ tl • •• ,\ j c — •. 11111 • • -• • L MIMI 1 ...■ ••• , = . • MEM • -.• • '. • ' . iiaaNsiiiiiiimimiam@i immi...ii WE .. • . 1 ...... L ... , . ,.... ... •. J ... ... ... _ . ... _ .... ... • ,,.., l■ Cil ... lk, ,.. , \ 4 ■,, ,. ... I I 1 It il li\ i%. 400001000.0 S .., i —.,.._ if re le' ' %% 114144%14, W el • t I . • . -. i . Ji• .1, 0 •Iir :III . 4 •• ." l 7 - • :. It' I . •••••••••:',.. :' ON ' ‘‘ \ MD \ NM , . . -4— 4,- 1 ) .. .. .. .. (.4 .. * NO. DATE DESCRIPTION NI , . 8 R 2 2. 3 * 3. K PS ..., mg —DI- 9 Ul IP .-- a Z ■ -. 1 > a 1 APR.03.07 ISSUED FOR APPROVAL 3 El g " •Ft ' a 6 > 4 2 APR.25.07 ISSUED FOR APPROVAL a - •• d . . •• o A o '' R 8 (I) M C Z 0 : M .e 73 KEITH PANEL SYSTEMS CO.. LTD. N-fif'i 0 z U) 3 AUG.21.07 ISSUED FOR APPROVAL z — Architectural Building Envelope Solutions -s -. 0 • -II• g 1 4 §1 „„, < ' — (1) Z A m E SUITE 1-40 GOSTICK PL ,;, Z4 ACE phono: (604) 987-4499 P A” q (I) —I. P '0 NORTH VANCOUVER, BC fax: (604) 960.4756 bl .... P1 -4 VIM 3G3 ' 0 Z '-' 0 hIlpfrx•nwr.kelllmanel com email. malltakellhpertel.com e U) --• . CO 3 k This drawing, Its prints end all parts thereof are, and shall to Z Z remain the sole property of Keith Panel Systems Co., Ltd. I: ..I (A PPS Melding envelope system) and may notes 5. i P reproduced or used for any purpose without written consent. s. e' :: \KPS\Alucobond \Durham Water Facility U2136 \U2136 — Durham Sectlons.dwg 1:01 PM August 21. 2007 • B" 2' -136" .- �'-'f'�- 4' --.r- 3'-3" 1- 3' -3 ..1-� 4' —1- 3' -3 -�— q . 1 — . . 1' 10 % ° .i' . iii) ' J J l J l T• >c I at Z ,, r':. o W 6s 6 t ____ _. v, . 0 ,..T. •.. . 0. Z �p ■■� 0 rn T O D b w • 11 YOlr 5 ■O 4 * 1111 0 1 Q.7YAY- CO CO 1 • ..: • . Mill • 1 • ..... ...ILI • a. a. .. a. ^ 6 O O • N ; a 7 a m a * a NO. DATE DESCRIPTION — ,13P n = D K 1 APR.O3.O7 ISSUED FOR APPROVAL N Z 5 v o R R V. o N-I C w 2 APR.25.07 ISSUED FOR APPROVAL v I Z E $ o c u '� g A KERN PANEL SYSTEMS CO., LTD 3 AUG.21.O7 ISSUED FOR APPROVAL - ° 0 o § D Architectural Building Envelope Solutions Z N rn 1 m = x m 3 = SUITE 1 -40 GOST1CK PLACE phone: (604) 987-4 W> . W —Z+ a 6 'p NORTH VANCOUVER. SC fax. (604) 980-4756 IV P1 a V7M 3G3 "I N Z � � hllpww.kollhpanel,m amail•mall@kellhpanel cam 0 N E C l /w w Thle drawing, Ile prints and all parts thereat am, and shell f remain the sole property of Keith Panel Systems Co, L id. :. Z -I (A PPS balding envelop° system) and may not be W 44 reproduced or used for any purpose without wean consent • N ALL DIMENSIONS TO BE VERIFIED ON SITE. • N Q f .. 5 PLAN KEY: + N 1 1/31 Nif 2 0 5 0 0 0 0© 0 SIM T 0. ® . i II n ii I . � �o –� /• ELEV. 166.70 � 7 -8' 5 -10 5 -10 7 -B� �I 6 I ��°, Iii T OP PARAPET — • ` 2/3T II u �� I`I �A� : ! E OP B6 6 93 8 - - ' . . 86 ' :6A ELEV. 165.00 ,� 7 73 7.. � 1 x /3.1 w - - - 6 L iii I TOP BEAM " — -- — A w `a. A W M E . l 7.1 ELEV. VARIES � I - -. - 1; - '- - _ -- ___ 1I . — - --i j � — 4 ® i 65.00 - 164.50 M i7 1 /3.2 ®�® TOP BEAM I _ ELEV. 164.50 ,. .� f TOP BEAM " a. - "' .. .• ;I I — ^ °m i� - � 6 94A .�� .. •.,',�,. Ah 74A .: ��, ` 74 .- .. . . I ` I I 1 87. . 87A L : .; ' = .4A SIM T0. j �� j HIS � ill I - ° - - — _ I .n = ' : -- m A; 6LEV. = 158. .. I NM :; _ I i•1 i IMF J R� BU ��0 I n 9 1 1_ s 88 ; I 88.A TOP BEAM " 75A i 75 • I g .., In 1 III 154.00 • 81 I7 I ' '� I 5'74 '� 3l- S .n►::_..., 76 h 4 4 1 ;•> I I I 96 TO _ I I o 0 0 • — �.F R. �. • r SI TO. —7 — j i7 I - i''''' -; 89 I I "1 114' �� Ir© I I ...k.141'.--1. : I I r a 1 1!� AI - - - - — - _ ELEV. 150.00 rh t - - i a • • =1� MI �� i I___ 97 _i 90A' i TOP BEAM W i -. ; :m a j o 0 0 0 �� 90 w w w 4. T w w w I • 91 N>>> co r.n co Lai u>_ i I .a — I 3 , ' �. 1, (t Y 4 �� I I a 3,_ ° I p n U) CO n n I � 9 , ? OOo 1 1 1 _• 11•�1•I MI _ - _ — - I �i1 • TOP BE IX CC 0 � .:a: :r• I ELEV. 142.6 isr«SRr:�� I I O N N 11••• :•nr: ..... 1 8 3 I ± � AM i II s: : :: :s. r1il _ 83„ \ o _IO a ( ......... ■ j Mil IRE a d ° d Q i I I I Z N MI = 3 N j I j I o 0 I , .. 84 �M � co ,, I CI R4 m J ? m$g ° g F 9 - e 1 I I , S m a ;-0.i 1 I I I I 0. m c® „ I I I I _o ° . ° ° 5 ° I •• E_EV. 132.00 I y I I I 2 a r _ . – TOP SLAB NI ELEV. 132.00 " • I N w as_ e g .. i /• :TO: B } w mor • •, ± ....: . ,. ..: .,.. 1 • . . , , ' •, • .: .., ..,. , :. .... • . :• -':. -.; f t I + . U I I � 3 I a s • 0_ 2 E wd j <<aa t Y S o2? Ea.2 rn252 g 2 S e 2, project: DURHAM ADV. ® BUILDING SECTION ® BUILDING SECTION ® BUILDING SECTION WASTEWATER T TMNT D SCALE 1 /r = 1.-0' ARCH. REF.:G /100 -A -014 SCALE 1/8" = 1 ' -0" ARCH. REF.: J/100 -A -014 SCALE 1/r = 1'-0" ARCH. REF.: J /100 -A -014 PHASE 4 EXPANSION j project location. 1560 SW 851)1 TIGARD OREGON 0 97224 USA a 1 2 m dote: March 8, 2007 3 scale AS NOTED E drwn by: CP t project no: U2136 o i dog title: SECTION 0 4 N dwg. no: i 4.3 • \KPS \Alucobond \Durham Water Facility U2136 \U2136 - Durham Sectlone.dwg 1:01 PM August 21, 2007 • • .•L g11U'{ - n n a i 1 I COO • . . H R m �I� C111 r iI 3 - 10�'g (ID .: ins,.. . .- , ) ii . ....._ 'Ia." ___. IEx r ; ; ; _ _ =_ to . ., l ■I!! - d ' 3 3 'k3 -3' -10 le ` `�© CI : x : ; i ■ p °-,--4' 3' -3" 3 ' -3' 4 -1096" .7 1 ly , T 1-r" 1--1 1=r � _ ._._._. 441 IL I ` I •I• I • - I. 1 3' e I • " ` ... h_. tt,r *: , 1 00 I 13 ID I 1 f I :1;" r � 8 . 3' 6" -.1< cn x 0 13 I' 0' • m m I r' m 0) • I. • o. a. v n w a N % KRS NO. DATE DESCRIPTION -� . v v b A D V1 9 •- a g v a a Z F! rrl w Q ° v� 2 D 1 it 1 A P R . 03 .07 ISSUED FOR APPROVAL N Z My o" R ° o N m C 2 APR.25.07 ISSUED FOR APPROVAL v m Z N g € c g g A KEITH PANEL SYSTEMS CO., LTD. 3 AUG.21.07 ISS FOR APPROVAL Z N 4 _ B -I I Architectural Building Envelope Solutions O s A n m ro � = X m D SUITE 1-40 GOSTICK PLACE phone. (604) 9874499 W > V W -Z-8 In -P -o A NO H -� ANCOUVER, BC lax: (604)9804756 N -. I p0 m 8 z -� CA hltp/ywww kelftpaneLoom emall: mail ®keilhpaneLcom 0 N _I.. co This drawing, lie prints end el pans thereof am, and shah N m Z Z remain the sole properly of Kellh Panel Systems Co., Ltd. . -I (A PPS building envelope system) and may not be 14 reproduced or used for any purpose without written oonsenL . . e e .. , \KPS\Alucobond \Durham Water Facility U2136 \U2136 — Durham Sections dwg 1.01 PM August 21, 2007 N D rn m II O D X n 1 r ___=7 T • I v 8 . ° e s A n a f 4 I c , II D e u 1s e ep IeA " • O \ I 1 r -e 6 ° r Ea' .E1 � � � r • ,.., (" 0 1 �© 01 0 sip tits fi cr) J CD 0 , r 1 r r 1_I lA 1.1 ///// to N e \ a rn P R I n ° c —I ..,..,,,,,,., ( 7 Go 0 ' 4 1 1 11— -''''''''''' ---// '. I D ° �Y i i 71 ° eD \ I FA ° 4111 — +1 -1 1Y a e 3' -10 o y r I b e \ — — — a ,, 4 4 _ I—I I 1-9 — a . .,- �a,..kl 1 1 _( 1 CIO 3' - `15 ° I \ 1 -o Q - o Q EJQ €10 1 or c71' (11 ° to o o 801 E Zw Zw 0 9) l) L1 - ° o w w I 3 N E a. 5 n a o a. NO. DATE DESCRIPTION .-1:1 D n "+ II MI N KRS 1 APR.03.07 ISSUED FOR APPROVAL fa Z M y 2. O c a aa o 0 m A C 2 APR.25.07 ISSUED F APPROVAL o m Z N $ L1 a C m R A KEITH PANEL SYSTEMS CO., LTD. 3 AUG.21.07 ISSUED FOR APPROVAL O N -Q g D = Architectural Building Envelope Solutions f Z - 01 a CD a � Z V YJ x m 3 SUITE 1 -40 GOST1CK PLACE phone (804) 987-4499 W , 31. ' j — Z " N 13 NORTH VANCOUVER BC far (604) 980-4756 CA fn N > j' V7M 3G3 - 8 Z C hllp/Iwww.kelthpanel cam email mat ®kellhpaneLoom W C E This drawing. Its prints and all pans thereof ere, and shall In Z Z remain the sale property of Keith Panel Systems Co, Ltd N (A PPS building envelope system) and may not be W m reproduced or used for any purpose without wrt am mneent -1 _ . • r e . , ., ° • . \KPS \Nucobond \Durham Water Facility U2136 \U2136 — Durham Sectlone.dwg 1:01 PM August 21, 2007 • (0 V) V) V) N Clis 014 >; -1 i •.0D CD P m m r^ -1 m � o� o � 0 m o �• V IA • O vl� • n TIC O m o1CA y v T „N za zcA L. 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DATE DESCRIPTION FOR AP 0 w 0' :° � V- 2 D 1 APR.03.07 ISSUED FOPROVAL N � o o f o s a NI i S N m c 2 APR.25.07 I SSUED FOR APPROVAL m Z N w 9 z o c .2 g m .. m * x, KEITH PANEL SYSTEMS CO LTD, 3 AUG.21.07 ISSUED FOR APPROVAL .. zz ti A D = Archit Building Envelope Solutions A � O TT a7 0 m "'I D SUITE 1 -40 GOSTICK PLACE phone. (604) 887-4499 W v H („I —Z4 V) o Z 0) g o D x 3 NORTH VANCOUVER, BC fax: (604) 980-4756 N - 0 N ro D httM 3G3 " 8 z X < hllpllwvnr kelNpenel.omn email: ma0�kellhparwl oom OW 6 3 ' This drawing, its prints and e0 pan re s thereof a. and shall N m z z remain the vote property of Keith Penal Systems Co, Ltd Ak ..1 (A PPS building envelope system) and may not be 5.1 reproduced or used for any purpose without written consent. • o ALL DIMENSIONS TO BE N N • S '.. I I VERIFIED ON SITE. • 0 .7 I I • A .1 I n . 14" i 1/2" EXTERIOR SHEATHING • - I BY OTHERS 1/2" EXTERIOR SHEATHING . • BY OTHERS MIN. 18ga. • STEEL STUD I . - • I I / FRAMING BUILDING WRAP - ../'- B 16" O.C. BY OTHERS s_mm111 BUILDING WRAP MIN. 18ga. - . I Q CONT. STARTER TRACK STEEL S TUD 1 COLOR TO MATCH W/ 1 Imp #10 SCREWS 0 16" O.C. • 0 16" O.C. • 1 BY OTHERS • DIM PT. - — - • =MUMMER' , L { �- � 4M M 3 Nf1d53 � _ II - : :. III --- _PANELCUPO 16 "O.C W/ 2 - #10 SCREWS PER CUP cl. 1* is0 % —0 I • V Q I - • �" DIM.PT. • _ PANEL CUP 0 16" O.C. • W/ 2 - #10 SCREWS PER CUP • SPUNE COLOR TO MATCH • • • 1 • Q 0 0 0 CC EC ® SECTION — HORIZONTAL. JOINT — TYP PLAN — VERTICAL JOINT — TYP (- • SCALE 6" = 1' -0" ARCH. REF.: N/A • SCALE 6" = 1' -0" ARCH. REF.: N/A O O O O a O ' ' .• 1 a W W W _ BUILDING WRAP o N H N : .1 ' -1N sss • ••1 • .1 I CONT. STARTER TRACK o N N l' 6' -0" NTS I COLOR TO MATCH W/ 0 ci .. I #10 SCREWS 0 16" O.C. o ° d n d a I °z " N M PREFlNISH FLASHING 1 _1/2" EXTERIOR SHEATHING BY OTHERS I o '!---7111111111111111 ■1' I - MIN. 18ga. J $ 8 §. 1(4.,./Si 9 STEEL STUD 0 a y ° S € • ' I 1l"0 I i FRAMING o a E a$ BUILDING WRAP I N a BY OTHERS m 2 :.— ;° 1 _�� CONT. STARTER TRACK I (` li ►� x r �� m am m°nm Z. COLOR TO MATCH W/ • V 001 Pr El ' x 6 c 1 e • 1 #10 S CREWS 0 16" O .C. 1 /2" EXTERIOR SHEATHING a T. H a • �uluu111i►i11 % D 1 I - a o ° BY OTHERS u a a _ ° MIN. 18ga. = s 4 L In • r 1 — STEEL STUD • w B e$ a .. 1 F a FRAMING Y e>252 e 5 0. e • a, © 16" O.C, PREFlNISH FLASHING 0--- I a � ��g �� BY O THERS BY OTHERS project DURHAM ADV. ,13 +au.Pr. WASTEWATER FACILITY a METAL ROOFING BY OTHERS OVER RIGID INSULATION BY OTHERS OVER PHASE 4 EXPANSION VAPOUR BARRIER BY OTHERS OVER project location: • METAL DECKING BY OTHERS 16580 SW 85th 4 � PREFlNISH FLASHING 97 U SA ECCON • ° • Q d Q • C' % date: March 1, 2007 1 score: AS NOTED 1 CONCRETE dn+n by CP • 0 4 BY OTHERS / dw le title: U2136 c g. DETAILS ° to SECTION — SILL DETAIL a SECTION — RAKE DETAIL dwg. no: 0. $ SCALE 6" = 1' -O" ARCH. REF.: 15/000 - 002 SCALE 6" = 1' -0" ARCH. REF.: 12/000-GA-002 D1 0 o ALL DIMENSIONS TO BE VERIFIED ON SITE. N _ i . . I I _1/2" EXTERIOR SHEATHING : : I BY OTHERS a • o BUILDING WRAP MIN. 18ga. • STEEL STUD - FRAMING 0 16 OTHERS 1��" , •-•I • BY : TRANSLUCENT FIBERGLASS MEMBRANE BY OTHERS WINDOW PANEL BY OTHERS I _ _ •I - I CONT. STARTER TRACK - - "� =- II - - - +ELEV• 137.00 -COLOR TO MATCH W/ PREFINISH FLASHING �) #10 SCREWS 0 16" O.C. '; D I M.pr • BY I n 1-_-71111111,11111110111111 z < MIN. 18ga. p:-•1 ' k 1 STEEL STUD •I• — _ALUCOBOND CLOSURE I' 1 ■ PREFlNISH FLASHING FRAMING I COLOR TO MATCH I • I I 0 16" O.C. _ wu. BY OTHERS • I �, a PANEL CLIP 0 16" O.C. • - 1 '�- I I J I W/ 2 - #10 SCREWS • PER CUP TRANSLUCENT FIBERGLASS / WINDOW PANEL BY OTHERS : I MEMBRANE BY OTHERS BUILDING WRAP 1 Z.---- 1r4"# 1/2" EXTERIOR SHEATHING 1. ® SECTION — WINDOW HEAD I BY OTHERS o o o cc SCALE 6" = 1 -0" ARCH. REF : 13/000 -GA-003 � I c- a c- • I I CONT. STARTER TRACK t COLOR TO MATCH W/ o 0 0 0 I #10 SCREWS 0 16" O.C. t= t` 4 a '1J�1111111111111111110' - R j j j El a co co co _TRANSLUCENT FIBERGLASS r < o 0 0 WINDOW PANEL BY OTHERS C . • • PREFlNISH FLASHING o N N � 0i o o r; PREFlNISH FLASHING I wM.Pr ° �. < Q BY OTHERS t—.� 1 o N M { Z • 88 — — I ALUCOBOND CLOSURE Q CONCRETE 0 2 $g 29 1 COLOR TO MATCH BY OTHERS 3 8 3 s.. g 2 a DIM.Pr. N o .2 E r o V g STEEL STUD �6luni Nllllliiuu' ■ �` I ' Q Q • W. o m 2 a Q' Fw gs � FRAMING N a u m Y 0 16" O.C. PANEL CLIP 0 16" O.C. Q ; m E • BY OTHERS W/ 2 - #10 SCREWS PER CUP Q W m ' u w % g m o 8 o$ a 308 o Fr - iGE ; ,i8 o ° o Q Q Y Orcf3 I c a' d .. • ?,(25-.2 F <e° o - MEMBRANE BY OTHERS • . • project: i _ • _ _ _ _ — + ELEV. 136_00 DURHAM ADV. • i i d Q WASTEWATER FACILITY PHASE 4 EXPANSION BUILDING WRAP 4 project location: D 16580 SW 65th TIGARD, OREGGON 1/2" EXTERIOR SHEATHING ®SECTION — WINDOW SILL 87224 USA March OTHERS data: March 1. 2007 SCALE 6" = l'-O" ARCH. REF.: 15/000 - GA - 003 scale: AS NOTED drwn by. CP E I project no: U2136 .E • o I . o v dwg. title: ® SECTION — WINDOW SILL DETAILS SCALE 6" = 1 ' -0" ARCH. REF : 14/000 - GA - 003 N dwg. no: a :. \KPS \Alucobond \Durham Water Facility U2136 \U2136 — Durham Detalle.dwg 1:01 PM August 21, 2007 • • • • 40 ...... 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(A PPS building envelope system) end may not be • reproduced or used for any purpose without wdaen consent 0 r. $ ALL DIMENSIONS TO BE VERIFIED ON SITE. , N / / a r 2' -6" NTS y • ` O . _ . /�/// Y 2' -0" • ROD & CAULK 6" SMOOTH FACE CMU VENEER PANEL CLIP 0 16' O.C. BY OTHERS W/ 2 - #10 SCREWS PER CLIP / 1/2" EXTERIOR SHEATHING BY OTHERS BUILDING WRAP +DI • • • DIM.PT. 1 I • -„,_ _, _ _ 4 lv114-1tl • BUILDING WRAP dna iti 17:4_____L______ . 1/2" EXTERIOR SHEATHING MIN. 18ga. MIN. 18 ga. • . I BY OTHERS STEEL STUD STEEL STUD FRAMING FRAMING . . o 0 16" O.C. 0 16' O.C. a BY OTHERS BY OTHERS I o > > / ^ I a a a / — LOUVER �/ a o: a ad ad z o: o: . ® PLAN LOER JAMB o 0 0 0 ' SCALE 6 = 1' -0" ARCH. REF.: 5a/000 -GA -003 R w w 3 ® PLAN — LOUVER JAMB oNNN W SCALE 6" = 1' - ARCH. REF.: 5a/000•GA -003 N N N x_1/2" EXTERIOR SHEATHING BY OTHERS o N a CC IX 0 . 'I I o°d°da' Z .- N r7 --- BUILDING WRAP _ - J . ti I g9 s -----o IL m MEMBRANE BY OTHERS o N S 8 m 8 5,8_ U o a E e.? 5 1' -r CONT. STARTER TRACK w r 5 n I MIN. 18ga. - COLOR TO MATCH W/ N a W as_ m STEEL STUD �mmm�IlItI i j #10 SCREWS ® 16' O.C. e o , mY FRAMING _ W m Yw 8 s;X° v • 0 16" O.C. z o a ." U BY OTHERS . I a a. Z o o s' s a. e c I — I u O c,i z ^ E.: ` 17 o _�' 9 a c - I /� Y �r >. e�ae t l L —�= I a I `� ear R D ' _ '.__II L � ' DIM.PL Project _ _ DURHAM ADV. en zze —° WASTEWATER FACILITY PHASE 4 EXPANSION C LOUVER BY OTHERS project location: 16580 SW 85th TIGARD. OREGGON 1 97224 USA • dote: March 1, 2007 3 scale: AS NOTED E I drwn by CP project no: U2138 • j dwg. title: PLAN — LOUVER JAMB DETAILS SCALE 6" = 1 ' -0" ARCH. REF.: 5x/000 -GA -003 dwg, no: Y D4 r. N • ALL DIMENSIONS TO BE f N . VERIFIED ON SITE. • j P • a © - . • F! / 2 - NTS • - i • - ROD & CAULK - - PANEL CUP 0 16' O.C. ' W/ 2 - #10 SCREWS PER CUP • 1/2" EXTERIOR SHEATHING • BY OTHERS BUILDING WRAP �DI B D1M.PT. I BUILDING WRAP J Mt— \ \\ 1�/ n I dna 7 ,. �� -�• CORNER BLOCKING r1•♦ ITP. 1,T1 �� .V:� :4 1/2° OTHERS RIOR SHEATHING MIN. 18go. MIN. 18ga. • .. �'∎ �' STEEL STUD STEEL STUD ►I / -v' . ITZ------ FRAMING .C. ® 16" c ♦�/►�� 8Y OTHERS BY OTHERS • � �: �:�: o a a 11 • . % , ct ce cc • o n o ® PLAN — WINDOW JAMB ®PLAN — WINDOW JAMB • 0000 L SCALE 6' = 1 -0" ARCH. REF.: 5c/000-GA -003 SCALE 6" = 1 -0 ARCH. REF.: 5c/000-GA-003 a o 0 0 K w w W I o N. 0 I W O N N ~ K K o • •I I o a - X 1 /2" EXTERIOR SHEATHING Z - N M BY OTHERS . A/////ti 8 91 o 4g ° 19 1 I J o mm $ T?$ B • : 1 /I ^ — BUILDING WRAP p a m e ° m 1 8 3 Imo/ - as. g _ I � „ E mmEg fi 1+1W Ca ° — °e W P m _ E I sm �m - . - -14' —/ CONT. STARTER TRACK CP o c 1 a a MIN. 18ga. . I COLOR TO MATCH W/ o 3 s R Ragi STEEL STUD I #10 SCREWS 0 16' O.C. i " ° FRAMING X1'11111111111' = t ? -' ^ I c BY 6 • II IC ° z S _E 1 . g ' - MEMBRANE BY OTHERS project II < DURHAM ADV. • N • < / rU ALUCOBOND CLOSUR WASTEWATER FACILITY • • -• ' I ` 16 ' COLOR TO MATCH PHASE 4 EXPANSION n 011APT. • _ • I I project location: . —� 16580 SW 85th 4 _TRANSLUCENT FIBERGLASS TI ' N OREGGO o WINDOW PANEL BY OTHERS 0 dote: March 1. 2007 scale: AS NOTED . E drwn by. CP i project no: U2136 ® PLAN — WINDOW JAMB dw D E TAI LS 1 1 SCALE 6' = 1 -O ARCH. REF.: 5c/000 -GA -003 3- dwg. no: D5 • N o ALL DIMENSIONS TO BE / N VERIFIED ON S. • J P T • o I . • .". \ • j • . I • • ACCOUSTIC LOUVER BY OTHERS - — - _ —_ — — _ _ _ �ELEV. 13_00 PREFlNISH FLASHING _1/2" EXTERIOR SHEATHING BY OTHERS • BY OTHERS . • =. • = DIY.Pr. • =1 111111 \ 111' • MIN. 18ga. I ,� .... STEEL STUD •: • — F . ALUCOBOND CLOSURE MIN. 18ga. BUILDING WRAP FRAMING I m COLOR TO MATCH STEEL STUD @ 16" O.C. 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CD • <d• ' WASTEWATER FACILITY PHASE 4 EXPANSION — _ +ELEV. 136.00 7, I a - - - - - - Y • ' project location: D 16580 SW 65th Q 71CJ1RD, ORECGON • 4 is 4 • • 97224 USA •4 Q data: iloroh 1, 2007 3 .d Q scale: . AS NOTED _• c n _ drwn by: CP • project no: U2136 t W SECTION - LOUVER HEAD dwg. title: • SCALE 6" = 1'-0" ARCH REF.: 4 /000 -GA -003 0 SECTION -LOWER SILL DETAILS a' SCALE 6" - 1 - ARCH. REF.: 6/000 -GA -003 i H dwg. no: i D6 • N ALL DIMENSIONS TO BE • VERIFIED ON SITE. N - M a . S' N , f O • +DI PT. - DIY.PT. ` . r BUILDING WRAP `— I I wwr - 1V _. NMLS - 1V Mb ( 1 1rill" — I r — , --- e - — - — — — rip- - - - - CORNER BLOCKING - �►�� TYP. •. � , 0 lII- J . •/►.... • 1, . ,... � 1 �� ♦�/ ► + OI 1/Y EXTERIOR SHEATHING ' MIN. 18ga. � ►� �� . BY OTHERS I ' STEEL STUD - ' 41 .�.�� FRAMING ��` . © 16" O.C. • ' l∎ ■ BY OTHERS ' 4� ■��• • . - I I J J 0 0 0 a 0. a - 11 E ® PLAN — WINDOW JAMB ® PLAN — CORNER FOR WINDOW JAMB PANEL Z ex ex gx ` e3 0 0 0 SCALE 6" =r—o" ARCH. REF.: 1 /000 - GA - 004 SCALE 6" = 1' -O" ARCH. REF.: 1/000-GA -004 a o 0 0 0: W W W 0 O N ul I • O O O 1/2" EXTERIOR SHEATHING o N N I BY OTHERS P n n a • r 7... I z - N PI BUILDING WRAP o ° % / I J mm • • I 88 t 1 18i MEMBRANE BY OTHERS v . o @N z.2 C- . c n 5�� 1I W : 20 ° 1�• � CO NT. STARTER TRACK v @ all - COLOR TO MATCH W/ u):1 g m . ; ; 3 c. MIN. 18ga. , m11►Itliiiiii ai I #10 SCREWS ® 16" O.C. W ? STEEL STUD • T? 0 ,7, a ...K . : fi 1 • FRAMING I o , 11 s g.. 0 o ® 16" O.C. \ ' - i al 1 E BY OTHERS \ I I F ` Z Y ', m = E.. g E \ \\ v P D g251- .-e <ee ` • r / I i tom, I I a II l' ' i v project DURHAM ADV. • _ _ . � WASTEWATER FACILITY PHASE 4 EXPANSION TRANSLUCENT FIBERGLASS �� WINDOW PANEL BY OTHERS project location: th • TIGARD, OREGGON . 97224 USA a _ _ — — _ — — _ _ ® date: March 1, 2007 3 scale: A4 NOTED " E drwn b1: CP E project no: U2136 , • • . - dwg. title: • 0 DETAILS 1. to PLAN — WINDOW JAMB - dog. no: E. SCALE 4" = 1' -0" ARCH. REF.: 1 /000 -GA -004 D7 rs 0 0 ALL DIMENSIONS TO BE 1 r /ii VERIFIED ON SITE. t 1 P • a. • o PANEL CLIP ® 16" O.C. • spLalg COLOR W/ 2 - #10 MATCH SCREWS PER CLIP 4" CMU BY OTHERS 1' -0 916 " NTS a _. • ROD &CAULK ' I 36" PANEL CUP ® 16" O.C. r W/ 2 - #10 SCREWS PER CLIP • fir /I- ' iS j t a DIM.PT. • M — — — t ik / _ I MY— IV _ — t WNW IV 1.044— IV dllO dm — -• 7 — - — r . v . - �_ . . ' CORNER BLOCKING 00 Ilk . :11.11 .. �♦V� TYP. til MIN. 18 g � : :��:�:� 2 OTMEXTERIOR SHEATHING ERS M. 18 a STEEL STUD MIN. 18ga. STEEL STUD 1 1 / FRAMING • \- STEEL STUD FRAMING �• ��•�♦ FRAMING ®16" O.C. ∎i / ® 16" O.C. ®16" O.C. BY OTHERS �� ♦�►♦�•� 3/ BY OTHERS BY OTHERS �. ♦�� 6" SMOOTH FACE • / CMUBY OTHERS ® PLAN — WALL PANEL 9 PLAN — WALL PANEL 1 1 [ (• = SCALE 6" = 1 ARCH. REF.: 7/000 -GA -004 SCALE 6" = 1 -O" ARCH. REF.: 2/000 -GA -004 O O O O • • _ I 1/2" EXTERIOR SHEATHING o 0 0 • • BY OTHERS o N M o a d a a O - N M PLAN —WALL PANEL -- --BUILDING WRAP Z • SCALE 6" = 1 ARCH. REF.: 2/000 -GA -004 1 "I' o $ a 9 S m � PANEL CUP 0 16" O.C. 6 -- ® S V€ I W / -2 - #10 SCREWS PER CUP v n o vii • w . L g 35 2 6 ' I CONT. HORIZ. TRACK 0= u • Y : a • m . COLOR TO MATCH W/ a m m 8 5" 5 #10 SCREWS ®16" O.C. v w 8 g ° i i Go a ' s E I fr 4 >n i h f 5 fr L +0141 -PT. Y n i �' I � S g • 't MI N. 18ga. I r STEEL STUD p roject 1 • FRAMING DURHAM ADV. n ® 16" O.C. ' fl � ` �� WASTEWATER FACILITY 7 BY OTHER I PHASE 4 EXPANSION n �umu�tiun�u, aow —tv ? 1tl11 —ltl project location: 5th — TIGARD. OREGGON e . _ 97224 USA .... a ... date: Match 1. 2007 . ;° scale: AS NOTED E drwn by. CP f project no: U2136 • • • v dwg. title: o • DETAILS - PLAN — WALL PANEL • 3 s = SCALE 6" = 1 -0" ARCH. REF.: 2/000 -GA -004 dwg. no: i D8 • O N ALL DIMENSIONS TO BE VERIFIED ON SITE. 1 N ( j a a � N a ' O I co 0 I 1.-0" NTS / { 2" / TRANSLUCENT FIBERGLASS MIP■■ WINDOW PANEL BY OTHERS I 111 . I PREFINISH F LASHING ELEV. 137.00 BY OTHERS - - - - _ — _ — - . — ✓ Q Q • TYPE A GLASS MEMBRANE BY OTHERS min' , I 1 BY OTHERS D I , I 'lII{'11111111111111111G ,�° 11111 • WINDOW FRAME BY OTHERS " 4 ALUCOBOND CLOSURE_ riAl COLOR TO MATCH ' PREFINISH FLASHING I H II CONCRETE ALUCOBOND CLOSURE I BY OTHERS LI COLOR TO MATCH , III. •' • ' ion. • PANEL CLIP ® 16" O.C. I.. I PANEL CUP 0 16" O.C. W/ 2 - #10 SCREWS PER CUP _, —I -J W/ 2 - #10 SCREWS PER CLIP 11 4 111 BUILDING WRAP �+ MEMBRANE BY OTHERS I I I Q CC EL .y METAL HAT CHANNELS�A . - i z . ,:t . BY OTHERS o 0 0 0 1 101 BUILDING WRAP I I. a o 0 0 1/2" EXTERIOR SHEATHING , , > j BY OTHERS I ( 1/2" EXTERIOR SHEATHING_ I R111 o N N N BY OTHERS I I . \ 0 CONT. STARTER TRACK I ' lII1LI111111111111111G • <2 INSULATION BY OTHERS '11li111 /11111111111�„ 0 o 0 N 0 COLOR TO MATCH W/ � � a II '•� o .. , a a o j X10 SCREWS ®16" O.C. IN CONT. STARTER TRACK I MI a �d � COLOR TO MATCH W/ l/l Z N w PREFINISH FLASHING L I #10 SCREWS ® 16" O.C. DWI t d * I •, : Q PR EFINISH FLASHING DIM PT+ I ° o a $ • (� CONCRETE vl a a E m H s BY OTHERS D • w m c a E o a a m s "e METAL ROOFING ja . ° _ 5 2 : m BY OTHERS w c2 H i Oh ° H t 5 h S o INSULATION BY OTHERS ; w -5 . a = a ' E . ' E o Project • DURHAM ADV. A - .pD WASTEWATER FACILITY PHASE 4 EXPANSION • "' . ELEV. 136.00 ® SECTION — WINDOW SILL - - - - - project location: 16580 SW 85th SCALE 6" = l'-O" ARCH. REF.: 11 /000 - GA - 005 TIGARD. OREGGON ° o ` 97224 USA 4 e SECTION — WINDOW SILL sca e: A N� 0 E SCALE 6" = 1 - ARCH. REF.: 12/000 - GA - 005 drwn by CP t project no: U2136 • 0 i v dwg. title: g DETAILS dwg. no a D9 0 ALL DIMENSIONS TO BE VERIFIED ON SITE. • R. J I 2 4. o o V . vii L \ I I �� I Z W Z 0 1- A7 —STRK 0 A1-42M I I 1 -; —f Eel - O • • HSS B OTHERS I \ I • "� - - - - 1 • Dlu — Pr. I CONCRETE / Q TYPE A GLASS BY OTHERS 1 -1 BY OTHERS METAL HAT CHANNELS MEMBRANE BY OTHERS BY OTHERS I COLOR TO MATCH WI CONT. STARTER TRACK g lilt INSULATION BY OTHERS `��r Ij�� EXTERIOR #10 SCREWS 0 16' O.C. 1/2 TERIOR SHEATHING BY OTHERS • . • • .." . I MIN. 18ga. Al —KIRK Ti BUILDING WRAP STEEL STUD 111111111110111111110C-1 FRAMING Al —41.01 I ( © 16" O.C. - - -- — —1 — ' �� 4 II B OTHERS ra- Q J J J r--;4 y 1 ,� :. • CURT. ® PLAN — WINDOW JAMB 0 o a � o 0 a s CONT. HORIZ TRACK I : • SCALE 6" = 1 ARCH. REF.: 91000 -GA -005 COLOR TO MATCH W/ 0 0 0 0 #10 SCREWS 0 16' O.C. . 0. PANEL CUP 0 16" O.C. / I a ° w w °w uo Do ' W/ 2 -#10 SCREWS PER CUP CONCRETE I Q C o V3 N U) _ BY OTHERS • BUILDING WRAP 7�� MIN. 18ga. rri ui q r— 1 I —� .•• STEEL STUD METAL HAT CHANNEL I w �° • • - FRAMING BY OTHERS Q o a d a a MEMBRANE BY OTHERS I I I '. BY 16" OTHERS BUILDING WRAP I I Z.- N n I : — , .1 SS E . { 8 s 1/2" EXTERIOR SHEATHING I I - ' 1/2" EXTERIOR SHEATHING_ 17 " v • � o $ S fi 8 li BY OTHERS II BY OTHERS 'Of1�11 I 1111110 I O � $ M EMBRANE BY OTHERS to s o E m m g E CONT. STARTER TRACK • I w= m a .111. COLOR TO MATCH W/ —�` ` — I CONT. STARTER TRACK E m Y r 2 #10 SCREWS 0 16" O.C. r' a o w A I , I COLOR TO MATCH W/ D . a am oa: Dlu.Pf.� 1. I # 10 SCREWS 0 16 O.C. - • C 1A1111111111111111C gel!' a e li°1 U c 'a TRANSLUCENT FIBERGLASS P REFINISH FLASHING 1 1 e - = # m e e H 6 WINDOW PANEL BY OTHERS ,'. ^ -, 1 x a 5 o f 9 " . a a • \ \�I � mz>� �og� o I DIM. Q project: ` I DURHAM ADV. TRANSLUCENT FIBERGLASS L — — — W ASTEWATER FACILITY N 11111 111 I WINDO PANEL BY O THERS PHASE 4 EXPANSION N I project locabon: m 16580 SW 85th ® 97224 71GARD, OREGGON PLAN — WINDOW JAMB USA 4 SCALE 6" = 1 -0" ARCH REF.. 8/000-GA-005 I I dote: March 1. 2007 I I scale AS NOTED • 3 ' drwn by: CP E project no: U2136 ` (50 SECTION — WINDOW HEAD dwg title - SCALE 6" = 1 ' —O" ARCH REF.: 10/000-GA -005 DETAILS 0 • o dwg. no: o. D 10 Y r 0 0 N N ALL DIMENSIONS TO BE VERIFIED ON SITE. P ' 7 o. M o. I_ DIM.PT. �_ 'llll�lllllfr!SIIL • _ PREDRILL P SCREW • ll - I METAL DECKING ' MANF. RECS. a BY OHTERS I /� MEMBRANE BY OTHERS T DIM.PT. ii 4 J I CORRUGATED METAL SOFFIT . . I 11 CORRUGATED BY OTHERS -- I • PANEL CUP 0 16' O.C. -------j--- I s W/ 2 - #10 SCREWS PER CUP ALU COLOR TO MATCH I I / I CONTINUOUS METAL 17 k I . I i GUTTER BY OTHERS —�� PANEL CLIP ® 16' O.C. I W/ 2 - #10 SCREWS PER CUP I 7+ / / / / / / /' /-� BUILDING WRAP r . HSS BY OTHERS 1� • 1/2' EXTERIOR SHEATHING I '_- BY OTHERS METAL FLASHING / I / BY OTHERS I HSS BY OTHERS I • / / J J J 0 oo 1/2' EXTERIOR SHEATHING 0 0 BY OTHERS . BUILDING WRAP — I / i� c. a z o: et D: %.• ' INSULATION BY OTHERS I va a o o ti � o W La La la / V > > 8 I O O O • W O ei N N • \j O Q Q Q ® SECTION — ROOF DETAIL SECTION — ROOF DETAIL Z N M SCALE 6 = 1' -0' ARCH. REF.: 4/000 SCALE 6' = 1' -0' ARCH. REF.: 5 /000 - GA - 008 ° oa $a 1 i BUILDING WRAP 8� I'" ca II ;! BUILDING WRAP to s t e g s n n _ F; / Sl 17 1/2' EXTERIO SHEATHING / wW ° I; '11 • 1/2 EXTERIOR SHEATHING I ( BY OTHERS : r m x r E. BY OTHERS a m E °j n I J m 11 ° g Hli 0 MIN. 18 a. • • o STEEL STUD . - C r9li1011lI�11111`, MEMBRANE BY OTHERS s a — FRAMING ? I . CONT. STARTER TR / x r ° s 3 m ; o E _.�. C xr, o sy8 0 16' O.C. COLOR TO MATCH W/ • r ►y I ��I• wQ .re a BY OTHERS — y I 10 SCREWS ® 16' O.C. „/ �' project: Y y 5 e ? e I 'n urumnnumuc CONT. STARTER TRACK �, x MIN. 18ga. �II p t DURHAM ADV. COLOR TO MATCH W/ dM #10 SCREWS ® 16' O.C. I I ' ' STEEL '18� WASTEWATER FACILITY • — Lw��l PHASE 4 EXPANSION 0 16' O.C. D — — — — — BY OTHERS Owl Ih x project location: ► — PRE DIM.PT. • _. . — — — 16580 SW 85th 1 Ilk ' date. FlNISH FLASHING ° I 0 e7 nc�xD, OREGGON . _ . ___._ .__ PREFlNISH FLASHING 97224 4 USA a Moron 1, 2007 3 MEMBRANE BY OTHERS ACCOUSTIC LOUVER drwn CP AS NOTED E i TYPE A GLASS BY OTHERS drwn by CP • a BY OTHERS I I project no: U2136 c • o dwg. title: DETAILS a T AIL © SECTION — ROOF DE SECTION — ROOF DETAIL dwg. no: x SCALE 6 = 1' -0° ARCH. REF.: 4/000-GA-098 SCALE 6' = 1 ' - 0' ARCH. REF.: 5/000-GA-008 0 ALL DIMENSIONS VERIFIED ON SITE. TO BE - g . , _ ,... _ _ _ _ .... _ . _. . _ _ _ - - - — -_, _ _ _ _ _ __. _ . .._ . _ _ _ - — - -.,__________________.___._..,.____< - - - - ,m, v__AI rz we. Iw N 7 v '111ta11111111 int= • a. 0 • DIN.PT. PANEL CUP 0 16" O.C. n/ — I / PREDRILL PER SCREW W/ 2 - #10 SCREWS PER CLIP / / MANF. RECS. HSS BY OTHERS I . .0 a • I / MEMBRANE BY OTHERS- i srgrA , 11 ./ CONTINUOUS METAL I I' GUTTER BY OTHERS \� I II•• METAL FLASHING Ii' BY OTHERS �I ..." ' 0 2 II I / i --- Eciapt--- —_ I ` 11: • • 0 0 J Mil 1/2" /2" EXTERIOR SHEATHING I • / : . I; � BY OTHERS � t : ,a r CONT. STR C TURAL SILICONE � . i _ ■ 174 I % ! a a a Y _ �: YY r` _ a a MEATL (COPING ) 7 .Jr . r T z . BBUILDING WRAP i% / FLASHING O O O lL 4 I ! % WWW PARAPET CLIP ®16" O.C._ I ' . I ; / / W/ 2-#10 CREWS PER CUP win N N N S / / 0 0 0 • • 9 SECTION — ROOF DETAIL o cc et 0 N N Rt7OFING MEMBRANE o a O. a BY OTHERS SCALE 6" = 1 ' -0" ARCH REF.: 3 /000 - GA - 008 Z - N M I $� BUILDING WRAP- 11 m • _I o I . it • : ' r. as m F p s;? I Oton '-°m 1 i • 1/2" EXTERIOR SHEATHING BUILDING WRAP y g 1 E m y V 5 BY OTHERS I I e ` 1 -r�. W W a z a E ?, 2" EXTERIOR SHEATHING a w °s_ E. 1 E. / BY OTHERS I N a U U "6 i am o Yw _ = I I mo l MIN. 1 Bga. - a ` 8 o . a ��I z a `-' STEEL STUD ' IIfPlllllllll►IIIIIIIC. o_ = o o s u ;g — FRAMING I • F mill SECTION — ROOF DETAIL ® 16" O.C. i Y a W',"'-' : -a SCALE 6 = 1' -0" ARCH. REF. 6 /000 - GA - 008 BY OTHERS �� ►I = t e s e y p ro j e ct: CONT. STARTER TRACK �� ' x DURHAM ADV. y COLOR TO MATCH WI DIM.Pr. _ _ _ _ _ WASTEWATER FACILITY i #10 SCREWS 0 16 O.C. T PHASE 4 EXPANSION in project oca ,on: r71 16580 SW 85th TIGARD, OREGGON EE PREFINISH FLASHING 972M USA dote: March 1, 2007 MEMBRANE BY OTHERS scale: AS NOTED • 3 I drwn by: CP E project no: U2136 o dwg. bile: • S 9 DETAILS ® SECTION — ROOF DETAIL • dwg, no: SCALE 6" = 1' - ARCH. REF.: 3 /000 -GA -008 D12 E ALL DIMENSIONS TO BE N `' N VERIFIED ON SITE. G 1 •r a . O 1 • • I I 1/2" EXTERIOR SHEATHING . DRAM& . • - BY OTHERS _11 � . � 1 is BUILDING WRAP ('� CONT. STRUCTURAL SILICONE L rr s AN. INSULATION BY OTHERS MEATL COPING /FLASHING BY OTHERS •. CONT. STARTER TRACK �t:annauuut ;iN COLOR TO MATCH W MIN. 18ga. I. I i �I / X10 SCREWS ®16 O.C. PARAPET CLIP ®16" O.C. I j STEEL STUD W/ 2 —x/10 SCREWS PER CUP FRAMING o 0 0 1 MIN. STEEL STUD ® 16" O.C. " BY OTHERS I � ' FRAMING O C BUILDING WRAP I z K K K 0 A l I I� 0 0 0 0 r<. -,.� BY OTHERS ,-- 1 " —�r D_ +DIY.PT. U j j j 1/2" EXTERIOR SHEATHING _ W BY OTHERS o — — — M1 i , k t...... 0 0 0 PREFINISH FLASHING • - ,� ,� LLA O N N MEMBRANE BY OTHERS - .. . o a a Z - N M TYPE A GLASS E / BY OTHERS li 3 9 0 .? gg a .1g2S Or°n ,-; r gv es T. 9 0. c °'� ti S°'`� yo° n E ey E A- m = 5 °c W w o .2 a--.m 1 c cwi e exi. _C 6 Z• � m 1 ® SECTION — WINDOW HEAD SECTION — WALL DETAIL X W ° W 1 ' m s m � � y � � $ SCALE 6" = 1 -0" ARCH. REF.: 6 /000 -GA -005 SCALE 6" = 1 '-0" A RCH. REF.: 11/000 - GA -002 0_" 80 m - - `m o E W. w q a ? 8 F- project: DURHAM ADV. WASTEWATER FACILITY i PHASE 4 EXPANSION A j project location: D 16580 SW 85th 11GARD. OREGGON 97224 USA 4 date: March 1. 2007 scale: AS NOTED `.• , c drwn by: CP sv project no: U2136 '11 c dwg. title: DETAILS 0 N dwg. no: -. D13 Moo - erero 8'7 1-4161• JOB NAME: Durham Facility Phase 4 JOB NO: 3%577 �•�� C ONSTRUCT I ON SPECIALTIES, INC. ' PREPARED BY:A ME55IHA � rj0 L.7 49 MEEKER AVENUE. CRANFORD, NEW JERSEY JOB LOCATION: Tualanfan, OR FAX P HONE: 1- 800 -631 -7379 / FAX. 908- 272 -7920 - Tel: + I `'Ft ORGNL SUBMITTAL: 06/08/06 RVSD: amessiha@c- sgroup.com BASIS OF D $ MISCELLANEOUS NOTES I - DESIGN OF LOUVER SYSTEM IS BASED ON IBC -2003 BUILDING CODE WITH 100 MPH BASIC WIND SPEED: • 2- THE STRUCTURAL CONDITIONS NOTED IN'THIS REPORT ARE BASED ON A "WORST CASE" • . TYPE ANALYSIS WHENEVER POSSIBLE. OTHER CONDITIONS THAT ARE SIMILAR •TO LESS SEVERE THAN THE WORST CASE EXPRESSED ARE OK BY ..:COMPARISON. . ' 3- BY INSPECTION • APTER REVIEW OF.0 /5' SHOP'DWG'S, ALL COMPONENTS CONNECTIONS ARE OK. -'. AND CON RACiC;'S Ei:G1:;E:it1 f ;ULA..T!3 •:S STRUCTURAL DETAILS WEE RE'J!E :,ID FOR GEi'ERAL CONFORMANCE TO THE CCiaTIPCT DOCUF ENTS AND APPLICABLE CODES. THE CU:TRACTOR REMAINS RE- - SPONSIBLE FOR THE ACCURACY AND ADEQUACY OF ME DESIGN CALCULATIONS, SHOP DRAWING OIME;!S:O'iS, AND COORDINATION OF EQUIPMENT MD ANCHORAGE - .ti;SieATU R'c �� C:1T • EXCEPTIONS TAKEN AMEND RES .: MI p REVIEWED - : r ..,. ` ��-1rlf+ /Ii't / CO'MMENDE 0 a . r ATE: CORR • • NS OR CO MADE • • CONTRACTOR'S SHOP DRAWING • RING - -- - EVI , DO NOT RELIEVE ' THE CONTRACTOR F' ■ • , KITH CONTRACT DRAWINGS AND- SPECIFICATI I • • P' DRAWING 'HAS' BEEN a l( 4 C4 .. REVIEWED FOR • 1 NFOR ,. • '; WIT • THE DESIGN .CONCEPT MID GENERA OM'UAN ' HE Co ' 'AC' DOCUMENTS ONLY CON' ACTOR :IS.' SPONSI:• -'FOR. SNFIRMING AND COR E' GALL ES AND DOW ONS 4BRK;ATION - PR • : 'ES AN • ' CNNIQUES;' COORDIN . ■ G c K •MTH 'i • 01, • •, • • AND SATISFACTORY AND SAFE ` - OR- • NCE • • EWO , y . k. SFp 7 1 - a ® o6 0 Y.,, . THIS DOCUMENT IS THE PROPERTY OF CONSTRUCTION SPECIALTIES, INC., WHICH CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION THAT IS NOT TO BE DISCLOSED TO A THIRD PARTIES, AND IS NOT TO BE USED WITHOUT WRITTEN APPROVAL FROM CONSTRUCTION SPECIALTIES, INC. Job No. 800N - 396577 Name Durham Facility Phase 4 25 -Nov -05 Tualantln, OR Buildings Under 60 ft high Design Wind Pressure ( per IBC -2003 ) Exposure C Louvers Basic Wind Speed, V 100 mph Mean Eave Height, h 44.22 ft Min width, w = 100 ft Importance Factor, I 1.15 re: IBC -2003 Table 1604.5 Exposure Category C re: IBC -2003 Section 1609.4 Adjustment Factor, X 1.52 for h <60 Element Area 10 sq ft a = 10 %w = 10.00 but not less than smallest --I— a = 0.40h, = 17.69 a = 4 %w = 4.00 or 3 ft Wall Zone 5 Net Design Wind Pressure, ( -) Pnet3o = -24.1 Ibs/ ft` Ire: IBC -2003 Table 1609.6.2.1 2)1 (+) Pnet3o = 18.0 Ibs/ ft' ( Pnet = Xiw( = -42.2 Ibs/ ft` Ire_ IBC -2003 Section 1609.6.2.21 ( +) Pnot = Aw( +)Pnet3o = 31.5 Ibs! ft` Design for 42 Ibs! ft2 © AM Job No. 800N - 396577 Name: Durham Facility Phase 4 8- Jun -06 Washington Blade Analysis Louvers L -1 to L -8 Model = Al2350 Part No = 01 -78 -123 12" Acoust • q Alloy = 3003 -H14 a F = 7,142 psi N = 12.8789 in generic blade P = 3.0541 in I„ = 0.7694 in` ✓ S„ = 0.4583 in S = 2.9079 in' P a = 67 degrees sin a = 0.9205 q =I 42.00 lbs/sq ft I cos a = 0.3907 n= gsina= 38.66 lbs/sq ft p= gcosa= 16.41 Ibs /sgft W„ = n'(N /12) = 41.49 lbs/ft W, = p /12) = 4.18 lbs/ft Max Span = ft. & in. 4.0000 48.0000 Max @ L-4 Mn = W„ ' L / 8'12 = 995.83 lb -in M = W * L / 8 * 12 = 100.24 lb -in F„= M /S„= 2,173 psi F = M / S = 34 psi F = 7,142 psi F + F = F, = 2,207 psi F 0.31 ok Single span - simply supported Def = (5 /384)'w1 /El = 0.031 in UDef = 1,561 smax = L/120 0 AM Job No. 800N - 396577 Name Durham Facility Phase 4 8- Jun -06 Washington Jamb Clips Screw Pull Out: ss alloy group 1, 2, 3, cond A per AAMA TIR -A9, 1991 (2000 Addendum) Screw Type = sp (unc or sp) • Screw Size = 1/4 -14 Alloy = 6063 -T6 F,,, = 30,000 F,y = 25,000 D = 0.25 N = 14 2/N = 0.1429 4/N = 0.2857 TSA(I) = 0 T = 201 lbs T max = 630 OSHPD T = 161 lbs Louvers L -2, L -3, L -5, L-6 Jamb No. 01 -76 -120 Thickness 0.0800 Backer 0.000 Total 0.0800 Ta = 201 lbs Wind Load, q = 42.00 lbs/ft 4 Loaded Area, s = 1.6667 ft Max @ L- • Load on Jamb, w = 70.00 lbs/ft Screws / clip = 2 pcs f Max clip value = 402 lbs Max clip spacing = 68.92 in Use 24 inches max Clip load = 140 lbs ok Minimum 2 clips per jamb 2 1/2 1 t 1" • 11/2" T P 2 ... o ...b.. - A 19000 psi 140 v = 6,720 S = 2 x .25 = 0.0208 T I T = 140 1" 1" Use Angle 2 x 2 x 1/4 x 0' - 2" use (l) (<wtK Cor) 11 , ,min e►r,6Pd = I , 7 = if 25 /6S `j f _ o. 5 8 0 . © AM v = 560 /( - GPe v AA Structural Angle Alloy 6061 -T6 Job No. 800N - 396577 Name Durham Facility Phase 4 8 -Jun -06 Washington Jamb Clips Screw Pull Out: ss alloy group 1, 2, 3, cond A per AAMA TIR -A9, 1991 (2000 Addendum) Screw Type = sp (unc or sp) • Screw Size = 1/4 -14 Alloy = 6063 -T6 F,,, = 30,000 F = 25,000 D = 0.25 N = 14 2/N = 0.1429 4/N = 0.2857 TSA(I) = 0 T = 201 lbs T„„,„ = 630 OSHPD T = 161 lbs Louvers L -1, L-4, L -7, L -8 Jamb No. 01 -76 -120 Thickness 0.0800 Backer 0.000 Total 0.0800 Ta = 201 lbs Wind Load, q = 42.00 lbs/ft 4 Loaded Area, s = 2.0000 ft Max @ L-4 Load on Jamb, w = 84.00 lbs/ft Screws / clip = 2 pcs �— Max clip value = 402 lbs Max clip spacing = 57.44 in Use 24 inches max Clip load = 168 lbs ok Minimum 2 clips per jamb 2 1/21 • 1" , 41/2" T � P m . P =168 a = 19000 psi 2 M = 336 a = 16,128 S = 2 x .25 = 0.0208 T I T = 336 t l 1" 1" Use Angle 2 x 2 x 114 x 0' - 2" © AM AA Structural Angle Alloy 6061 -T6 • Job No. 800N - 396577 Name: Durham Facillity Phase 4 8-Jun-06 Washington 1996 AISI Specification for Design of Cold Formed Steel Members Stud = 54 mil. (16 Ga.) Screw = 1/4 -14 Fu= 65000 psi d = 0.25 in Fy= 50000 psi Factor of Safety f = 3 Design Thickness t = 0.0566 in Total T= 336 lbs Total V = 168 lbs Number of screws n = 2 Tact = Tin = 168 lbs Vact = V/n = 84 lbs Pullout T 0.85xtxdxFu /f= 260.6 lbs OK Shear = 4.2 x (t x d) x Fu / f = 612.7 lbs ] smallest Shear = 2.7 x t x d x Fu /3 = 827.8 lbs Van = 612 7 lbs OK • (Tact/Tall) + (VactNau) = 0.43 OK AM 6 Use (2) 114 -14 Job No. 800N - 396577 Name: Durham Facillity Phase 4 8-Jun-06 Acoust Mull Washington Formed Steel Mullion Analysis Louver L -1, L-4, L -7 to L-8 Model Number Al2350 A B Piece Part No. I % S thickness A 01 -76 -120 22.1866 0.5000 3.6978 0.08 x x B 01 -76 -120 22.1866 0.5000 3.6978 0.08 Total I = 44.3732 1.0000 Cold formed steel, v = 22,800 psi E = 29.5x10 q = -42.00 Ibs /ft generic mullion q = 42.00 lbs/ft Mullion Spacing, s' = 4.0000 w = qs = - 168.00 lbs/ft 168.00 lbs/ft WA = %AW = - 84.00 lbs/ft 84 lbs/ft w = % = -84.00 lbs/ft 84 lbs/ft Mullion Span, I = ft. & in. 12.000 144.000 Max (a L-4 MA = 1.5wAl = - 18144.00 lb -in 18144.00 lb -in MB = 1.5wBI = - 18144.00 lb -in 18144.00 lb -in Amax = MA /SA 4,907 lbs/in` 0.215 a /6 aBmax = MB /SB 4,907 lbs/in` 0.215 a Mullion Deflection Def = (5/384) *W1 /El = 0.060 in UDef = 2,405 Mullion Reaction, R = wl /2 = - 1008.00 lbs 1008.00 lbs Screw Pull Out: 1/4 - 20 ss condition A per AAMA TIR -A9 negative pressure Tallow = ( thickness - 0.05) x 7233 = 217 lbs n = R / Tallow = -4.65 screws With backer bar, t = 0.1250 (1/8 ") A -569 Tam, = 542.475 lbs But not > 716 lbs n = R / Tallow = -1.86 screws Use 4 screws with backer bar ( )AM Job No. 800N - 396577 Name Durham Facillity Phase 4 8 -Jun -06 Washington Dralnable Mulion Clip Aluminum Association Std Structural Shapes Alloy 6061 -T6 Louvers L -1, L -4, L -8, L -7 Louver Model Al2350 = 4.000 in 1 = 6.000 in - R( +) t = 3/8 in Y Y 91 I r 1/2 in x ; r, ti= ( v v g 1.875 in (group centroid) x ; 9 = 3.500 in ( e 4 ( 2 2 1 b = 3.000 in a =g - t -r 1.000 in T e = (1 -g x 0.8 = 2.000 in R( -) and R( +) are relative to the R( -) = - 1008.00 lbs Max L mullion Clio orientation R( +) = 1008.00 lbs • Angle bending, M = aRmax = 1008.00 lb - in a = 28000 weak axis bending Section modulus, S = bt /6 = 0.0703 in Bending stress, a = M/S = 14,336 lbs/in a /a 0.51 ok Anchor Bolt Forces Bolt tension, T = g -) /e = -945 lbs g +) /g 540 lbs Bolt shear, v = R( -) = -1008 lbs R( +) = 1008 lbs Number of bolts, n = 1 Tension per bolt, TB = T/n = -945 lbs 540 lbs Shear per bolt, v = v/n = -1008 lbs 1008 lbs 6 3 3 1/2 1/2 MOM 1/2 1 3 / : .... .. _ b 0.75 } ........._. .... .. 4 1 1/2 1 7/8 1/2 - 13 SS Alloy group 1, 2, 3, cond A T = 3193 ; V = 1678 (945/3193) + (1008/1678) = 0.44 Use 1/2" ¢ bolts (3) AM Angle 6 x 4 x 3/8 x 0' - 3" Job No. 800N - 396577 Name: Durham Facillity Phase 4 8-Jun-06 Washington 1996 AISI Specification for Design of Cold Formed Steel Members Stud = 54 mil. (16 Ga.) Screw = 114 -14 Fu= 65000 psi d = 0.25 in Fy= 50000 psi Factor of Safety f = 3 Design Thickness t = 0.0566 in Total T= 945 lbs Total V = 1008 lbs Number of screws n = 4 T act = T/n = 236 lbs Vact = V/n = 252 lbs Pullout T 0.85xtxdxFulf= 260.6 lbs OK Shear = 4.2 x (t x d) x Fu / f = 612.7 Ibs smallest Shear = 2.7 xt xdx Fu /3 = 827.8 lbs V ail = 612.7 lbs OK (Tact/Ta0 + (VactNau) = 0.99 OK • O AM Use (4) 1/4 -14 Job No. 800N - 396577 Name: Durham Facillity Phase 4 8-Jun -06 Acoust Mull Washington Formed Steel Mullion Analysis Louver L -2, L -3, L -5 to L-6 Model Number Al2350 • A B Piece Part No. l„ % S thickness A 01 -76 -120 22.1866 0.5000 3.6978 0.08 x x B 01 -76 -120 22.1866 0.5000 3.6978 0.08 Total I = 44.3732 1.0000 Cold formed steel, a = 22,800 psi E = 29.5x10 q = -42.00 Ibs /ft generic mullion q = 42.00 lbs/ft Mullion Spacing, s' = 3.3333 w = qs = - 140.00 lbs/ft 140.00 lbs/ft wA = %AW = -70.00 lbs/ft 70 lbs/ft w = % = -70.00 lbs/ft 70 lbs/ft Mullion Span, I = ft. & in. 8.000 96.000 Max C? L-6 MA = 1.5wAl = - 6720.00 lb -in 6720.00 lb -in MB = 1.5Wel = - 6720.00 lb -in 6720.00 lb -in 6 Amax = MA /SAx= 1,817 lbs/in` 0.080 QA / 6emax = Me /SBX 1,817 lbs/in` 0.080 Q Mullion Deflection Def = (5/384) *w1 = 0.010 in UDef = 9,740 Mullion Reaction, R = wl /2 = - 560.00 lbs 560.00 lbs Minus sign indicates effect of Screw Pull Out: 1/4 - 20 ss condition A per AAMA TIR -A9 negative pressure Tallow = ( thickness - 0.05) x 7233 = 217 lbs n = R / Tallow = -2.58 screws Use 4 screws without backer bar With backer bar, t = 0.1250 (1/8 ") A -569 Tallow = 542.475 lbs But not > 716 lbs n = R / T = -1.03 screws /O AM Page 1 Job No. 800N - 396577 Name Durham Facillity Phase 4 8- Jun -06 Washington Dralnable Mulion Clip Aluminum Association Std Structural Shapes Alloy 6061 -T6 Louvers L -2, L -3, L -5, L -6 Louver Model Al2350 �b 1, = 4.000 in 12= 6.000 in is R(-) R( +) t = 3/8 in ..- 4 y ___ Bff y g, 1, r 1/2 in X i rf—�/ tE I I I V V g, = 1.875 in (group centroid) 1 x : I 92 = 4.000 in ( e x g2 > 12 b = 3.000 in a =g, - t -r,= 1.000 in T e = (l -g x 0.8 = 1.600 in R( -) and R( +) are relative to the R( -) = - 560.00 lbs Max aA L -6 mullion clip orientation R( +) = 560.00 lbs . Angle bending, M = aRmax = 560.00 lb -in 0 = 28000 weak axis bending . Section modulus, S = bt /6 = 0.0703 in Bending stress, a = M/S = 7,964 lbsfn a /a 0.28 ok Anchor Bolt Forces Bolt tension, T = g,R( -) /e = -656 lbs g,R( +) /g2= 263 lbs Bolt shear, v = R( -) = -560 lbs R( +) = 560 lbs Number of bolts, n = 1 Tension per bolt, TB = T/n = -656 lbs 263 lbs Shear per bolt, v = v/n = -560 lbs 560 lbs 6 3 4 1/2 MEM 1/2 1 3/4 .. 6... . 0.75 _ . ... . 4 Ili 4 . b..... J 1 1/2 i 1 7/8 ,_I 4 ; 0 • 0 AM Angle 6 x 4 x 3/8 x 0' - 3" Job No. 800N - 396577 Name: Durham Facillity Phase 4 8-Jun-06 Washington Louvers L -2, L -3, L -5, L -6 HILTI KWIK BOLT III - STAINLESS STEEL Concrete strength, T = 2000 Maximum tension, N = 1285 lbs Bolt diameter, 41= 318" Maximum shear, V = 1655 lbs Embedment depth, her = 2 1/2 Net= hnom Embedment depth, h = 1 5/8 So' tension = (3.13 -0.88) x h = 5.625 Nauuat = 656 lbs Scushear = (12.5-10.25) x h nom = 5.625 Veuuet = 560 lbs Ca tension = (3.75 -2.00) x hnom = 4.375 Sedum = 24.000 in < ok Ca sneer = 3.0 x hmin = 4.875 Ceduet = 3.500 in E- Ok Cminenum = 2.438 in C t ens i on =1. x h nom = 2.500 0.838 C min shear = 1.5 x h = 2.438 Smn tension = 1.0 x hnom = 2.500 Smin sheer = 1.0 X h tt , ln = 2.500 Sdesign tension = 5 625 ( But not greater than S tension ) Sdesign shear = 5.625 ( But not greater than Sashear ) Consign tension = 3.500 ( But not greater than Ca tension ) Cdesingn shear = 3 500 ( But not greater than Ca sheer ) Spacing factor. Tension fAN = ((Ghnom) + 0.88] / 3.13 fAN = 0.73 Spacing factor: Shear fAV = ((S /hnom) + 10.25)/ 12.50 f = 1.00 Edge Distance Factor: Tension fRN = ((hnom) +2.00] / 3.75 fRN = 0.91 Edge Distance Factor. Shear fRvl = (Cdesign/3 X hmin) fRvl = 0 72 Allowable Working Load: Tension N = No X fAN X fRN N = 936 lbs Allowable Working Load: Shear Vrec = Vallow X fAV X fRVI \tree 1188 lbs Combined Loading: Parabolic Interaction (Neduat / Nrec) + (Vedual / Vrec) = 0 838 lZ AM Per Hilti Prndur t TPrhniral [;aide 9005 REFERENCE & APPENDIX This document is the property of Construction Specialties, Inc., which contains confidential proprietary information that is not to be disclosed to a third party, and is not to be used without written approval from Construction Specialties, Inc. MAY-24-2005 10302 AM BRAIMARDOMMETMETALEAC 747 2094 ! 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Box 637 Tualatin, Oregon 97062 -0637 (503) 692 -0100 LETTER OF TRANSMITTAL . (5Q3) 692 -5396 FAX CCB #62834 t n r MWH Americas, Inc. Ti a 0 9722 venue 9002 d3S Attn.: Steve Reynolds PROJECT: DURHAM AWWTP PHASE 4 EXPANSION - DATE: 06/22/06 COPIES DESCRIPTION • 1 ea. SUBMITTAL NO. 074B • SPEC. SECTION 10200 - LOUVERS (Sketch to verify rough openings at Louvers L -7 and L -8 with structural steel drawings) STRUCTURAL REVIEW COMPLETE V V PERMIT # • ray DATE 9 •, - BY MILL ' CO ■ ULTING EN INEERS • Remarks: V C. l.'s response to your Item 1. comments to General Contractor. cc: • Contractors, Inc. Deborah Diaz/C /S Group By: Louise Loomis Project Administrator • FILE • SHOP DRAWING REVIEW ((p MIN. H Review Date 5/3/2006 MWH Americas Submittal No. 074 . A2 • From Engineer. Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc, P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062- ' Tigard, OR 97224 Attn: Michael Eubanks Project Owner. Clean Water Services Project Name Durham Facility Phase 4 Expansion Contractors Submittal No. 074. A2 - Project No.: 1530605 Specification Section 110200 Item of Equipment or Material Louvers Spec - Subject.submittal.has.been reviewed and review action is as shown below: Item No SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION . COPI S C ES RECEIVED RETURNED - Louvers AMEND AND RESUBMIT 8 5 See attached marked up shop drawings. See attached 1/31/06 email to Contractor outlining revised louver dimensions. • Please submit missing Items: . , 1. Installation subcontractor qualifications, as required by Section 10200.1.4.8. • 2. Manufacturer's Installation Instructions and samples as required by Section 10200.1.4.C. 3. Structural engineering drawings and calculations as required by Section 10200.1.4.D. All except one style of louvers required for this project exceed the manufacturer's self - supporting unit size of 5' x 7'. Provide structural engineering for the interior structural supports required and means of securing the units within the openings, including clip angles and • perimeter fasteners. This Item is required for review by both the Engineer and the City Ti ard. ` f F 4. LEED product d ata as required by Section 10200.1. • . . _Iii,,..;: ,:: - eneral : , . -:. _. ;. :: ,,.. x ;.,,;,- ..: SEP 1 C` '''('' I Vertfjrrough openings' at louvers° L-8; with structural:, s :drawings. 2 2006 A 2. Field measure all openings, prior to fabrication of louvers. ,11 L y Ui ". ter i a ' r 7x2 7,n Tr — Q -- _ yr,r,.7, r � \ 3. Submit anchorage details and structura engineering calculations for perimeter fasteners Ind supplied.by l ouver. 0 1 \ . manufacturer. This information is required by the City of Tigard. 4. This comprises a deferred submittal that must be reviewed by the City of Tigard. It will be sent to the City upon am. - stance by the Engineer. Ivl• 5. Indicate firm responsible for louver installation wo work. Remarks See Attached Sheet © or indicate here: None ❑ Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming his work with that of othegtradesa performing his n selecting work in a safe and fabrication techniques of construction; coordinating h satisfactory manner. Kathy Dietrich -- • Engineer's Signature -.._. 44,_-,_., _ 1 rr,nrLn7d i . .. 1 " . • • . • . 1 r . k r • 1 , • - • .. rti v, . A 1, 3.. . i ... .... .:. .. : . . . . !.:. • . Fri • clt\ e-.; ' '''...t, ___....,,e..: . _ • .. „... . •.• •••• • .• . i< • . . . • . . •>. • ..,....0•_,..,,. , . • . „•,_, • rt„,.-s ...• r, 0 ....ir; • . • • • ICI • • . . I I Nf* .,t • Ci 14111, ib► dilkiki, : .- ' �- l C! {21.21 I _____ , la C� _ � tJ . . , • • . 1--4 It:I • • ' I 5 1 c t 1 A M 441 Oki - - . z I r . y l c11 N2.21 . • • W -p t en cr c4 A v a, CO m 2 c0. • ' ... , ( ��ci�Il W r� U.N.O.. • .� w� •. � FINISH: SNL COAT TNEMEC 161 Eye 6 "G.T.E'.� MET ERECTS INC. EL05e 1 0.1108 e 877 CAN 87 018 DATE i:.: }'500) 566 -8I88 FAX', 1800) 566 -979) FOR APPROVAL: DESCRIPTION S � 1 � APPROVAL: [� -� , • RID �+ DLIi11AI1 FA41LITY F41119E 4 EIPAN9ia1 DRAB Br: D7T DATE: 8-05 O SHOP: �� I DATE: 9. Qg, C U M 11A0T 7I ,�,�� v. FIELD: . SCR ' T 1 • CQi INC.. = � • . rixammill SCR `TI 25 4 E1 C� CI .BE ION.DETAILB . • • ,,� Off' • i •J �2D -X 8'7 DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. September 25, 2006 TIGARD, OR 97223 SHEET 1 OF 4 31 .� 5 ' MCE Project # 050230 STRUCTURAL PLAN REVIEW #6 � '.: ' � . i ` Deferred Submittal #3 Only '• ' Correction Item Page No. Comments - + ' ,''' Made No. ) Completed 1 Drawing 000 -GA -001 Minimum design snow load for State . of, O!egon is 25 P.S.F. Submit • 5 -6 -05 revised calculations as required. . Deferred 2 Drawing 000 -GA -002 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3, 7, 9, 5 -6 -05 11 and 12 Deferred 3 Drawing 000 -GA -003 Provide calculations and details for connections of materials noted. submittal Details 1, 4, 5, 5A, Material provided is inconsistent and does not meet minimum code 5 -6 -05 6,7,9,12,13,14, and wind load requirements. Submit calculations and details for louvers. 15 NOTE: Skylights and wall panels completed 5/15/06. NOTE: Louvers completed 9/25/06. Deferred 4 Drawing 000 -GA -004 Provide calculations and details for connections of materials noted for submittal Details 1, 2, 3, 4, 5, louvers. 5 -6 -05 6, 9, 10, 12 and 13 NOTE: Skylight and wall panels completed 5/15/06. Deferred 5 Drawing 000 -GA -005 Provide calculations and details for connections of materials noted. submittal Details 4, 6, 7A, 7B, NOTE: Skylight and wall panels completed 5/15/06. 5-6 -05 8, 9, 10, 11, 12, and 13 • Deferred 6 Drawing 000 -GA -006 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 4, 6, 7, 5 -6 -05 8, 9, 10 and 11 Deferred 7 Drawing 000 -GA -008 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3, 4, 5, 5 -6 -05 6, 7 and 8 Completed 8 Drawing 100 -A -007 Provide calculations and details including snow load and wind uplift for 5/15/06 removable translucent skylights. Deferred 9 Drawing 100 -A -016 Provide calculations and details for connections of veneer for seismic submittal Section 2 and wind loading. 5 -6 -05 Deferred 10 Drawing 100 -A -016 Provide calculations and details for siding and furring for wind loading. submittal Section 3 5 -6 -05 Deferred 11 Drawing 100 -A -019 Provide calculations and details for connections of metal panel wall submittal Section 14 system over sheathing over metal furring for wind loading. 5 -6 -05 Completed 12 Drawing 100 -A -019 Provide calculations and details for connections of pre -cast concrete 11/15/05 Section 14 wainscot panels for seismic and wind loading. Completed 13 Drawing 000 -GS -001 Under masonry f'm =1900 PSI in structural calculations page 4 of 6 5 -6 -05 General Structural f'm =1500 PSI. Clarify. Notes DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. September 25, 2006 TIGARD, OR 97223 SHEET 2 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #6 Deferred Submittal #3 Only Correction Item Page No. Comments Made No. Completed 14 Drawing 000 -GS -001 Under design criteria, wind loads base wind speed (3 SEC -MPH) is 5 -6 -05 General Structural 85.0. State of Oregon has 100 as minimum. Revise calculations and Notes and Structural details. Calculations page 2 of 6 Completed 15 Drawing 000 -GS -011 Submit calculation and details for embedded plate type per beam size. 5-6 -05 Detail S -560 Completed 16 Drawing 000 -GS -011 Submit calculations and details for beam sizes not noted on 5-6 -05 Detail S -563 schedule. Completed 17 Drawing 100 -S -027 Submit calculations and details for methods used to transfer lateral 5-6 -05 loads from the roofs to walls. Completed 18 Drawing 100 -S -027 Submit calculations, wind and seismic, for concrete block wall 5-6 -05 between grids A and B and grids 2, plus and 5. Completed 19 Drawing 100 -S -027 Submit calculations for roof members, beams and slabs, with snow 5 -6 -05 load including drifting. Completed 20 Drawing 100 -S -027 Submit calculations and details for roof slab, with openings and • 5-6 -05 concrete block wall, between grids 2 plus and 5 and grids A and B. Completed 21 Drawings 100 -S -027, Submit calculations and details for dormer roofs including truss 7/26/05 100 -S -102 and bracing, column size, connections, girts and studs. 100 -S -103 Deferred 22 Drawings 100 -S -104 Submit calculations and details for segmental retaining walls. submittal and 100 -S -105 5 -6 -05 • Completed 23 Drawing 110 -S -002 Submit calculations and details for top slab reinforcing steel. 5 -6 -05 Completed 24 Drawing 120 -S -001 Submit calculations and details for wall and slab reinforcing steel for 5 -6 -05 the same loads as noted on MV -4. Completed 25 Drawing 120 -S -001 Top plan 2: Detail S -516 noted. Clarify use for connection. 7/26/05 Completed 26 Drawing 140 -S -001 Submit calculations and details for wall and slab reinforcing steel for 5-6 -05 the same loads as noted on M1 -5. Completed 27 Structural Snow: Ground snow load in Oregon is minimum 25 PSF. Clarify. 5-6 -05 calculations, Page 1 of 6 DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD SW 85 AVENUE 13125 SW HALL BLVD. September 25, 2006 TIGARD, OR 97223 SHEET 3 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #6 Deferred Submittal #3 Only Correction Item Page No. Comments Made No. Completed 28 Structural Seismic: Seismic Q.A. plan is required for this project, per Section 7/26/05 calculations, Page 1 1705 and 1707. of 6 Completed 29 Structural Wind: Base wind speed -3 second for state of Oregon is 100 MPH. 5 -6 -05 calculations, Page 2 of 6 Completed 30 Structural Masonry: Special Inspection: Level 2 is required for Essential 5 -6 -05 calculations, Page 4 Facilities. Section 1704.5.3. of 6 Completed 31 Structural Special Inspection is required for structural steel construction, wall 5-6 -05 calculations, Page 5 panels and mechanical and electrical components. of 6 Completed 32 Structural Masonry: f'm = 1900 is in conflict with calculations. Clarify. 5 -6 -05 calculations, Page 3 of 5 Completed 33 Structural Basic wind speed (3 sec. gust) = 85 MPH. State of Oregon is 100 5 -6 -05 calculations, Page A8 MPH. Completed 34 Structural Snow roof load in several flat areas to be ground snow load plus drift 5 -6 -05 calculations, Page load. Revise and re- submit loading, materials and connections. A10 Completed 35 Structural Snow drifting values not included in calculations. Revise and re- 5-6-05 calculations, Pages submit. B2, B3, B4, B5 and B7 Completed 36 Structural Shear walls #10 in calculations for R add back d, is short. Clarify. 5 -6 -05 calculations, Page B27 Completed 37 Structural Reinforcing steel noted in calculations not the same as noted on 5-6 -05 calculations, Pages drawings. Clarify. B4-4, B4 -5, B6 -7, B6- 8, B7 -2 and P13 Completed 38 Structural Is negative reinforcing steel required over supports? Clarify. 5-6 -05 calculations, Page B5 -5 Completed 39 Structural Diagram notes 11.5 ft. for middle span. Drawing note 14.5 ft. Clarify. 5-6 -05 calculations, Page B6 -10 Completed 40 Structural Diagram loads noted not the same as program output for same 5-6 -05 calculations, Pages member. Clarify. K3, L3 and L14 Completed 41 Appendix A: Define periodic for the different inspections. 7/26/05 Schedule of Special Inspections DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD • SW 85 AVENUE 13125 SW HALL BLVD. September 25, 2006 TIGARD, OR 97223 SHEET 4 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #6 Deferred Submittal #3 Only Correction Item Page No. Comments Made No. Completed 42 Appendix A: Submit calculations and details for mechanical and electrical 7/26/05 Schedule of Special components for seismic bracing and connections. Inspections Completed 43 Appendix A: Submit calculations and details for miscellaneous items for seismic 7/26/05 Schedule of Special bracing and connections. Inspections 44 General Special Inspection per Appendix A. 45 General Structural observation for masonry per Sections 1705.2 and 1709. 46 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 47 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. • 48 General Submit one set of steel truss shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. • 49 General Approved resolution of the above items shall be incorporated into • submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the City of Tigard building department. Contractor's Submittal MWH Transmittal Form MONTGOMERY' WATSON HAR2A For all contractor submittals, including shop Date: 6124/2006 Transmittal No. 074C • drawings, samples calculation, data, or other To: MWH From: CONTRACTORS, INC. Lit, 6 2 4.20(26 Attention' Leslie Laramoore Attention: Louise Loomis Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one an original submittal Owner CLEAN WATER SERVICES I a 2nd submittal I x I a 3rd submittal Subject of Submittal Equipment Designation' Specification Section(s). 8 ea. Revised Louver Shop Drawings 10200 i_ I.r,,.., .,,1 •.i,: • • IS CI 1.1 , ... :t •!;" .'.'I.' • Comparison Information Tests 1; • . !u:. c; N' (,: ' • ' • .. :•1,.. 'a11.t .1' All It lit'::. .: !! . !' .1 . !.F:.is ;, :l ::I;V I•n(i;'i•s ES / I.;: i i!I•:I::. ,)r • \::,1!1 ••\I Ili:. l!,• i l l : , Wt!):::. W I : :1 I il!.r (nil' It 1 AND TH. SATIS;. c,o::r. ^r:!a .:I:SNC !j!IN V. C K. Ar,Clliii('T\ z sor tl( F INC. K1r:COI I% I F. W .'.;iliiGlT?I + Complete either (a) or (b), following. X (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): 1 ` Contractor's Authorized Representative �9 % i i :'% �' ! 'f'�C��i,•. - _- l , [ 'Steve Newton, Project Manager () 1. CM 306 (Revised 9/16/02) e l J • I . ry11 v _y.. • , • F IT <;: v)- 2-K t O � - '- &E A - S i 1.1 O 1 N•` L- . - 2 ' Y�V - VVV ' 1 I • GG R�I ID D `�`} �• METAL WALL PANEL SYSTEM W GRID I I C `, I r • EXTERIOR GYPSUM SHEATHNO � r I. r r / � s — —�� D- `1S • FLUDAPPUED - �_• VAN'OR BARRIER •'% SEE STRUCTURAL ♦ 4 WATERPROOFWO LUCENT WINDOW PANEL _ • i 1 J _- ED WATEPROOF7:0 AR•1 FLAWING • • • CONCREIEWALL • STUO HEADER • ni SEE STRUCTURAL • , • . VCMU VENEER RII' 1 ••CMII VENEER I � —~ 0 r.'CTAL FIASNWO AST CONCRETE 511. METAL FLASHING Qk 4 . • r '�� /// STEEL LINTEL (PANG NaSN) • • tRUC7UMlFOR I- T k LINTEL FLASNN A CONTINUOUS SEALANT 3 K i , SEE STRUCTURAL WENT S ` �— STE EL IPM FWISH) • k ` SACKER ROD O IN I � � w �\ SI r ACOUSTIC LOUVER CONTVECOUS SEALANTA V--• CONT WUOUS SEAL NT $ n BAp(ER ROD 1TRANSLUCENT Vmom PANEL ,N I 1 ii •ETE WALL k � WINDOW HEAD I 7 I +GRID LOUVER HEAD 4 ACOUSTTC LOUVER e wu SILL 000 GA-0O3 000 GA 1 3 � r g �VENE¢R LOUVER HEAD I 1 I rAMF¢R fTY'P1 SEALANT ARO DAXSER ROO 1 .!, TYPICA ti 000 -GA-003 APPLIED WATERPROOF• SEE NOTES AT SOW SILL I 9 I A sss.N000OAOm 000-9A-00S 1111 GRID t' r I t L ACOUSTIC LOWER t,,,, ! r1 NIRO Y.• CHAMFER (TYP) PAN ® 1 AL TRANSLUCENT WINDOW PATEL ALUMINUM FlASN7'RL WINDOW JAMB 15c I i , ONTINUOUS SEALANT A IP j 000 GA-0O3 C WINDOW JAMB 15b I � F$, a 14} • VENEER CONCRETE 6X1 000 -GA-003 g p, • . . ` — S• SMOOTH FACE CM VENEER �r IETELVALL' • wln�— CO CRETE WA R NLL • ?W Ali CONCRETE WALL • 11CUJRAI . • � SEE STRUCTURAL SEE STRUCTURAL APPLIED WATERPROOFING S FACE OF • PRECAST CONCRETE PANEL 3R AST CONCRETE LIHTEL. S "� I n r �/ BELOW SHOWN CASHED • 5TEE e'CNU VT¢EFR • g a j / M A S • ? I � METAL PANEL W*LL 6YSTFJA SEE BTR • ' I IICTLaiAL - - -- LL , / FLUX) APPLIED •' • • •,/ STEEL ANCHOR PLATE • 1 • r • 1 WATERPROOFING I I " 4 SEE STRUCTURAL • �, ' .AO C NrD Nm • I 1 I KF STEEL COLUMN • ~�' / • --- SEE STRUCTURAL • •. 5y • • CLN VENEER CONCRETE LNTEL S. I FURRING _ 1 — � t T; FWD APPLIED WA o o• .- • r + ; I METAL FURRING ' � lam'+ S WCENR WINDOW PANEL ( • ' l I I EXTERgnOwaLNet att¢ATNV:o LOUVER SILL 2 I r" I i g 000 -GA-003 ,.. L I I CONCRETE WALL • • r 1 SEESTRUCTW.L — ..7-3. r "IX 1 )W HEAD [ 10 I FACr EOF ■ I CONTINUOUS SEALANT • , jr 000•GA-003 CONE OPENNO I I -1 {.`.... BACtER ROO EACH SIDE - / _ - I ,1• -1 LI; A • 0 !. ( A 1 1 - ( 2.20' ) 12 7 46" t ti — o 0 i■ . ‘C::s.\-- 1-- 4 . 1)1 ....I i II ...... r \ I 7 ;! - SECT. SECT -- - ,.... a ._ .... .: ; . .u...„, i - -..-. . 11 0 # #2 LA.1 D z 1- • z z cjj 0 ). Z Fa AIL I z 'Is '• z 4 2 j 0 l' • . .1 .. / MULLION ,..1 / I ..... 3 . 1 • Y2 i LOUVER WIDTH = 7.-3" / r-Y2" i , 1 OPENING WIDTH = 7 I . /\ I')' "L-8" ELEVATION VIEW ,:.. on'. = 2 )"=1-O" " J c ' LOCATION = BETWEEN GRIDS H&J : :• . I- AT EAST & WEST WALLS OF ' ...,r7 • • i 1 ; C' SCADA MONITOR ROOM /'/• ..V.' - 1 / SEE G/100-A-014 I") ' ARCH DWG'S REF : G/129 & J/129 SHT 116 & 15/131 1 _... 1 •! oN �aays c ec; LoN P. F �l dnoa� s/� �Hl 57- SVAP II FLASHING BY CC I (-1 t C Z IfJ �pc COtJ ROD SEALANT IV �5 y C THG i I BY GC . tl MIN 16 GA. ! - sruo. II i1 ., ) t ,-. • ',/, - a I ' J ∎� wit'' 1 - r // i r r / / // / 7 1 �j�� cam' / / f r ( r r / r / r / r / „ r / r / r � I C I ,- (4) )i -14;41 s /i SMS ` / / / / / r / r / r / r / / r r // r / / /rr /� .r r r 'r /r /r /; ^:rrr //r PLEASE 0 // //, \/\//\////)/////i//( II / r / r / r; r r r r r r ADVISES --- r r PLEASE // r r / \ ' DIM. r/ r/ j' / r ADVISE --r r // // / \ \ /r / r / GC COORDINATE I L / 1 � \ / \ \ r / r, // / WITH METAL \ r l GC COORDINATE (./ / \r r r WALL PANEL \. WITH METAL .' \r SUPPLIER - \ I WALL PAN - I & INSTALLER J SUPPLIER . //� // �/� & INSTALLER �// �� 'i / /r / /r / r / / rr ? � ? fir / r / r / /r // Q, Q�l f // / / / / / / / / // ??• / rr / rr / rr / fr f rr r � ? ? /r � r ri / r // / r /�� ALUM. t / r /r /r rr rrr /., r r r � �r r r r r r r r r r) / r / // r r r ALUM. S CREEN rr r i r r / �� rr rr rr s r/ /r / / r/ /// A , z // // / r V SE ' / r/ r/ � r // /, ;; / r ; r/ r r W W r r r r; i t r r r r , • N IP// ; k l frr r / _ / r/ rr / ' ;// / /r , i i r -oN taa4S SW &MOO dnoao s/o 3H1 /- -- i �, . ...--- ri-- - , i..) ti. --,. it / v tse_ ` i 4 Y� , 'rt (-- ,A'D b i CLIP ANGLE 8 "x8 "x)4 ' x31Z'LG. ALUM. tC`•1�N� CO ® TOP "�� '�,, y a ft. OF MULLION ONLY. \ 4, ��j,- t- SaL1 -1 f UflP VA , — \ 1 , tt it -' -5( - SEOXI-c -., ::� L i - C ° �1.eaN a r rr rr rr yr rr (r 0 (4)Y 14x1) " S/S SMS. II r r r r r r O r \ PLEASE 1 rr r /rr � // ^ \// rrrr r r r A DVIS - r/ r/ r/ .rr rr r i � — OIM� ' �C rr / /. \ \r rr / GC COORDINATE j \rr a / 'MTH METAL ./ WALL PANEL SUPPLIER & INSTALLER / r r rr r j r r r r r r�f i rr rr rr l, r r r r r r rr 0 0 r r r r r r ' rrr ri rr r rr r rr r f r r rr r ? ALUM `d . f ` r Er! IN , Lb s Fi_____) as -- ,0� o?-- _ _ — - _ __ �- - 0 RECEIVED GENERAL SPECIFICATIONS FLASHING AUG 2 3 7fCS ° . (BY OTHERS) 3 4 DIA X 6 IN CODE OF CONSTRUCTION: 2003 INTERNATIONAL BUILDING CODE, 2004 OREGON '- CITY OF • I - EPDXY STRUCTURAL SPECIALTY CODE; AISC MANUAL OF STEEL CONSTRUCTION. Q BUILDINs DI i ORS m w r. r DESIGN: ■ BASIC WIND SPEED 100 MPG, IW =1.15, EXPOSURE CATAGORY C. GROUND SNOW LOAD = 25 PSF, CE =1.0, IS =1.0, CT =1.1; SEISMIC GROUP D, SS= 1.06g, ROOF S1= 0.37g, SITE CLASS D, CATAGORY III, IE =1.25 DECKING —, ROOF DECKING: 20 GA. TYPE F, HOT DIPPED GALVANIZED, ASTM A -653, G90 E I r 1 � (MINIMUM 0.90 OZ /FT�2 TOTAL, AND 0.32 OZ /FT�2 PER ONE SIDE); BASE STEEL m ROOF!NG� \ ,_ ASTM A -653, GRADE 50. THE MINIMUM YIELD STRENG ARC PUDDLE d "' D TH IS 50 000 PSI AP, L ,_, (BY OTHERS) it WELDS SHALL BE AT LEAST 5/8 INCH IN DIAMETER, OR ELONGATED, HAVING AN �� C5 �. �`' -J > EQUAL PERIMETER. FILLET WELDS (WHEN USED) SHALL BE APPROXIMATELY 1 INC ° 0 o LONG. WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AT END LAPS Q m om" x o 4 I-- AND SIDE JOINTS AND HAVE GOOD FUSION TO THE SUPPORTING MEMBERS. FASTENING w -\ d ' `� J C-) a I o AT SUPPORTS SHALL BE AT ALL EDGE RIBS PLUS A SUFFICIENT NUMBER OF INTERIOR "' _ I 7.0 1- RIBS TO LIMIT THE MAXIMUM SPACING BETWEEN ADJACENT POINTS OF ATTACHMENTS w `V 0 TO 18 INCHES THE FASTENER SPACING SHALL NOT EXCEED 3 FEET ON CENTER. END Lo ) N _ _� I- LAPS (WHEN REQUIRED) OF SHEETS SHALL BE A MINIMUM OF 2 INCHES AND SHALL 0 d Q d d Q o OCCUR OVER SUPPORTS ENDS SHALL BE BUTTED, NOT LAPPED). MINIMUM END C5 EL. 148.33 0 BEARING IS 1 1 /2 ". STRUCTURAL STEEL: ASTM A -36 UNO. FASCIA n (BY OTHERS) VENT W/ BUG SCREEN 7„ `-- SURFACE PREPARATION (STRUCTURAL STEEL): SSPC SP6; 3 MIL DFT COATS OF 1 1 (BY OTHERS) ,r TENEMtC 161 ENAMEL (SECTION 05100, FM-15). ! g r SOFFIT (BY OTHERS) SECTION VIEW EPDXY ANCHORS: SHALL BE 316 STAINLESS STEEL, HILTI HY -150 OR EQUAL. INSTALL PER MANUFACTURERS REQUIREMENTS. / a 1 SCALE: NONE WELDING: AWS D1.1, SMAW OR GMAW ( w N N I PROCESS. 3/16 INCH FILLET UNO. BACKGOUGE BUTT WELDED JOINTS. I CD g g g WELD FINISH ALL "7 = - 7 ' rt. :;:r•= V , :rr4 . �.: • - FLUSH WITH SURFACE, to SHALL 3ESfal®ePI . .1°. �.v 1 'e = 1;ira�� t ►, e N V �iEcsAL .S'NS 6 eT�c.✓ N T o 8E. ' �4 5Y g m ° 12 ❑Concrete and Rehttorcing Steel L g can.) Tf ss's Al 4 Z M s § w 4 I CITY OF TIGARD Bolts Installed In Co nc rete a ............... .. ..._ -. ( ❑Special Moment - Resi sting Co ncrete F n Conditionally Approve ..... r` n Approved ----- ••.- .. U) � 1 SIDING TO MAT(,` -I For only the work a d .. _ d s' • Reinforcing Steel Prestressing Steel Ter�dorte S PER MIT ND• OFFICE COPY Q O m -' ( ®Structural We lding O N Se b Letter to:Follow._------ -•-••' l: f.. i ROOFI G Attach.--- - - - - -- �?�"F "�' (_ ❑ Hi h- w U (BY OTHERS) u sN � �� , g Strenght Boning W O Jo Address: Date: > a By: .,, ❑ Structural Masonry W I:t m a 0 ❑Reinforced Gypsum Concrete T IO c ,_It J U El Insulating Concrete Fill �' cD PRO, w �g < n N § ° M } 1 ❑ Spray Applied Fire - Resistive Materials � `��tN � ` P � p W .---,- a o 1490 . a Z x 8 s w z ❑ Pilings, Drilled Piers and Caissons I n E LEVATI ®N V IEW ° ❑ Shotcrete y� j <+ 'g' W m N o O m 1 SCALE: NONE 0 Special Grading Excavation and Filling \',_,. 2v, 1c) c o Pg � g 0 F ❑ Smoke - Control Systems 0 �� sae;. Z. ° p 1 1 - 0 Other 1q - a : § o o va V I JJ 14 1' -3 3/4" / / \ �I i \ I C5X9 -ID- CL BOLT ■ • C) ' 0 ' C) 01 cn 01 X � X X CO i (0 CD ( n 0) - n O O ' 0 . Z Z X - n > . > 0 C) ? 0 rn j 40 4110 ,, -,,,, i i 8 , n D J D r• \ .., M 7 L..1 C5X9 °' _. w ® o w 10-1 m ; Z r � — - - + — 4u — — — — _ CL BOLT°' \ Z XI II r II \- - t < I I O O 3 < M / M * 0 i cn * Cn X X x X (r) cD / u p cri uo ; c) 0 3o / T. O n I Z ^1 O m m y -ate , o /� <_ /o +- � / , . CL BOLT \ L5X3X3/16 W o 1 1 C5X9 °o 0 r D - 1' -7 3/4" 1' -7 3/4" _ 0 4'-6" h' / o G / / r,-I 1 ..//'`. � ac C .r mo d ' 2'- 7 1 /2" 0/A I P 4" " / / 0 z , C.3 ;-:, 7. r4 43 7 \- CONTRACTOR PLEASE NOTE 1 FABRICATION OF TICS MATERIAL CANNOT PROCEED w1HOUT CONTRACTOR'S APPROVAL OF ALL DIMENSIONS AND CONDITIONS. G.T.E. METAL ERECTORS, INC. Co. �RO°s FINISH: HOLES: U.N.O. P.O.BOX 877 CANBY, OREGON 97013 GTE NATEMAL: WELDS: BUS: (503) 266 - 6433 FAX: (503) 266 - 5751 a " '!nM,oea FOR APPROVAL; REV, DESCRIPTION BY DATE JOB NAME DURHAM AWWTF FACILITY DRAWN BT: DATE: R & R APPROVAL: Q REVISE AND RESUBMIT EEA 7/13/06 LOCATION: FOREST GROVE. OREGON BY: DATE TO SHOP: 0 CONTRACTOR: JOB #1330 JOB NUMBER SHEET 1D FIELD: DESCRIPTION: AS BUILT: O CANOPY GTE- 072205 1 Q AREA: . Q 1 EC EI \JED MwH AUG 2 "n SHOP DRAWING REVIEW j = or(o f r►c MWH Americas BUILDING Review Date 8/22/2006 Submittal No. 090. A From Engineer: Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062 - Tigard, OR 97224 Attn: Michael Eubanks Project Owner: Clean Water Services Project Name Durham Facility Phase 4 Expansion Contractor's Submittal No. 090. A Project No.: 1530605 Item of Equipment or Material Canopies Specification Section 10850 Subject submittal has been reviewed and review action is as shown below: Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. COPIES NO. COPIES RECEIVED RETURNED 1 Canopies MAKE CORRECTIONS NOTED 8 5 Submit LEED product data when available. General Contractor - Submit drawings of canopy fascia, including material, connections & flashing details at top and bottom. Coordinate fascia design and details with canopy fabricator. Remarks See Attached Sheet ❑ or indicate here: None ■ Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Kathy Dietrich Engineer's Signature Aily1 his L4 v■494 yef beep, 144nied 40 `ILL a-,fhcier. d a4 -;D„.d aferNal. File: 10.7.1 - 10850 -090 CM 305 (Revised 7/28/05) • ' ,,.fL G.T.E. METAL ERECTORS, INC. • GTE) PO.Box877 • Canby, OR 97013 ��. (503) 266 6433 Fax: (503) 266 5751 11 -15 -05 Contractors Inc. P.O. Box 637 Tualatin, OR 97062 Attn: Michael Eubanks Re: Durham AWWTP 10850 Canopies Fabricator / Installer Qualifications Gentlemen: • GTE Metal Erectors, Inc. has at a minimum been installing pre - manufactured canopies of similar design required for this project for over ten years. GTE Metal Fabricators, Inc. has also supplied canopies similar to the requirements of the contract documents for over ten years. The Leed product data will not be available until we have purchased the materials. The information will be provided at that time. If further information is needed please call. Sincerely, r, „ • u � f . CONTRACTORS INC. LI Eubanks Project Manager APPROVED Subject to thb approval by the architect and engineer. • Approval of these submittals by the Architect and Contractors Inc. does not alleviate you from the re- sponsibilities of your errors and /, or ommissions. ay Date 1 ENGINEERING CALCULATIONS CANOPY STRUCTURAL DESIGN VERIFICATION Drawing No. Sheet No. Rev. No. 01 - 0 02 - 0 Calculations 4 0 October 15, 2005 Revision 0 0 -15 -b5 903 ° 2 0 25, G o � � �9 L� . A � O S , �G _ 3 2 2r0 7 For: Durham Facility Phase 4 Expansion Fabricator: GTE Metal Erectors, Inc. Canby, Oregon Job 1330 _ _ I i • _' _. _I.. _ 1 . , - - • ' -- 1 - -- - -' - -- - — • • - - - � - i - '' - - - _,...1___,._ _ — - -- ! . - -' - - ' L- - - : - • -- -- _I ! - -' -- - - - - - .1 r 1., J • L, f' ; vQ � . (i .H a i l - X 1 - ,1 % 7.74 , :. S� LT, � I i -- -L - -•- i.- .1-- �' - - - ._ .. - - - ._.__ - - -'- ---...___- - - - -:. - J rl , Z 'L 5 NOSH30NV -3 3 - _ _ - „7 :•- +\ :N YJ 5 mow' aar' (; i■1 • t. ' _. - T 7 5 (:. ',6 ( a, (V SF 0 _7( Xi'i `) -0 II 7c,(-16) 11 -4 C.' z x , ;k, i >� • ;Q I ) I I t _ . . 1 - x �, ' '•h 7\ Z. \ • 0 v Pl 7 fT- X1'1 `■ 7 ° ; ' t ` • P . >�� +��, r, ■ • '— r-+ 1 = 71L • t2 A ' i: - e • ` a_ ._, �, r' pia. k.r Sr :4-7) • -• - - -'- -, - =�;, ,- r � t; Z li?_S a n,C �. t� n 1 1 . ^ p C{ , R?'1 1 '�'� ! -. 1� • ,, Q = v._p � - P_ - - r - r r . , - 12 ;c =4 , 5 ? 4- =� i _ s 1 , L + i CI. I� 1 1 l f3 L 1 C 2 2 N: 0 kl e a il, c j, ('-)1.z r S?* n. , ..K c -t v ice i Y- r , • A. °. G L.. 1 ' 1 1 •e- G '(- i rrl , F i 61- - F; I • P 4" ` 1 I J �' G• 1. . I' r a i ' , '•C� 1 i , : 7 - -- -- i — ' -- - " - - - 'r I - - 'r .. -i-- r I ' -- - r' i' '1 � -• -- r - " - t - - r - - r - -- r r � I 1 i - i r II ` C. 1 I r i I.•.(‘ A -d.. •'-t 7 `-'2)•i',..• `-'2)•i',..• •?,.4-, Ii_ Cid- - - - r- - 1-- -r -- - -� - ��r- r -- - � -- I - -r-_ 1 — .. .__— "- - I' --- - -- I - i —Y -- - ---I - i - -I - ---I----r----1" —i . .r I I I 1..E 7 AND IKON I ; � 1 CO( _ I i , 1 pP 1 - I �: ,, ; c�i -, r i 24_, ,` I 4 - I I 1 I ' I D A ' V) - � C. C I ` `I 1 i i I ' ...__ i . - - I . = =^F- -� - 1 �""°°'" I I I , I I i I I I I -I __— • . e t . ■ . . . . P . A ,, .... . I . G.a..... 4Z, C? '.., 3 • . ,.. .-..:. i.„. i • • , Y P _ 1 ., ..c---..!...6•9 . ( . . .. li • • • • . • t 6 t.4 2,.... • . . _ ___ . . . b .4- L 4- S () 4 Q ..,... • ....... 4. 8 ..._ . . 1.?-• rp ';:J . - - • . . - • 1 . i - - _. . . . .. . , . . . . . . • - - _ . • . • • . .. . . . . ., 4- S ...... . ••••, • •• • , .. • . .. . . .. . •2_ ref py . . . ... _ --. - _ _ .._ . ._ _ . . . . . . . • 1 1. 2- S e 0 c l ( . 0 a ( • (J. J 0 ( e Sr I . . . - _ . .. .. . I - -, 1 CI 4- ■', 'CO a (0 n 4- z) ,•i‘,. 53+ . • . . ...... . ... .. -- . • ' + - 7 E (0,c ) : ' (e.),•°1 1 , 5•2'3) ii ' • • ' , ..• - - ( __ . ... _ • .. .. . _ . . 1 1 0 2 , . • .• . , . _ . _ _.....__ . _ .._ _ ._. _. __ ... _ ... , • . _ • _ • ._ •__ _ • . . . . . --, : , . . . . .. . . • • • • I t.4.--6....4 ,"1-4 c."• A eve- 01 (-$•fk... - 91.- -r-.. ... 43..! i.: 5 $ .e; _ , : - - -- - - - --- -- - - - — _ _ ___- ._ - -- - -----r— - - - -- ,-- - 7 - - - -- - --- - - - -- ". - 7 -- • T --- --- .. ---- - - ' -- "F --- 1 -4 ,:fr N ./ -`''' ----- ---- -.-7 1\11 -- ::, =? • 2 , 470Xr2 .2 c) 4 . • • 1. LT 4-2 3 C. 'L' a ._ • • . _. . A... _. ; _. .__..., _.. , • • .. ... . . , . . . • _. . , . • _ _ . Li ?.. 3 6 c -':- 7 '1-7":„' 7 ''''. 1 a I Z, t, . ra, C fri '• - ._ . . • . . . . . . . co - - / k3 • LC> -7 .... :... •-.:-. -, ,-- , (?....-A, c 4. - • cp • . . •• • - • ; • , .. . . , . • • • -• - . . • . . . . . .. • , ', --.---- ..-- - ii - i - . - . i 1 , sx2_,2..: A- rs v( G. -6 Pc)-0-- ' (34n-lf • e- (•• 0 NI ! • I : ' . . • . • , : • • . , ; i l • I 1 ' '. ! . ' E E ANDERS& • 111 . , . : , 1 . 1 , . , . i . - P AT I IE-,_.t 4 -I rS i I , , 1 , i 1 , ----- 1 ---; - ---• --..-- -, -------- i - . -- —: --: -- -.-- •-• ----•--- •,, - - • -- - -:- -- - ,-- --.-"- -:- -- r • - • - ,- - -• - • •-,- --,--- -,— .-----:--- --: — - -------- -7-7-7-1—".---1--- CALCULATIONS ANCHORAGE TO CONCRETE - ALLOWABLE STRESS DESIGN IBC SECTION 1912 Part Number Ledger Bolts Comb alt :_ "NO" Is alternate load combination method used? (see 1605.3.2) Wind :_ "NO" Is this a wind load case? (YES /NO) Inspection : = "YES" Special Inspection required? Inspect := if(Inspection= "YES" , 2,1) Increase := if(Comb alt = "YES" , if(Wind= "YES" , 1.33, 1.0), 1.0) Increase = 1 D + 0.7 E + S SERVICE LOAD CONDITION P s := 1450 lb Applied tension service load V s : =850 lb Applied shear service load Bolt Size 5/8 inch 316 SS quality id 11.,T 1 4 I S O Nobolts : =1 c2 4 !— L'' r... P t : =6560 lb Allowable tension service load V t : =4370 lb Allowable shear service load fc =2000 psi concrete P S Ratio t := if 51, "OK" , "NOT OK" P t •Inspect•Nobolts Ratio t = "OK" V Ratio v := if s 51, "OK" , "NOT OK" V t •Inspect Nobolts Ratio v = "OK" 5 5 3 / V 3 P s s Ratio c := + P t •Inspect•Increase•Nobolts V t•Increase•Nobolts Equation 19 -1 Table 1912.2 Ratio c = 0.091 Ratio c := if(Ratio c 51, "OK" , "NOT OK ") Ratio c = "OK" EE ANDERSON} /La c) 3 1 55 e h ■"1,t`,1 , t v.. (p .b, ) 5 0. V �u_ �. _ nS DATE— — REVISION SHE: '` OE L Y • . OD MWH SHOP DRAWING RE EW MWH Americas Review Dat- 11/29/200 Submittal , o. 090. 0 From Engineer: Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 REV 16060 SW 85th Avenue Tualatin, Oregon 97062 - Tigard, OR 97224 Attn: Michael Eubanks Project Owner: Clean Water Services Project Name Durham Facility Phase 4 Expansion Contractor's Submittal No. 090. 0 Project No.:1530605 Item of Equipment or Material Canopies (Manufacturer /Installer Quals, Specification Section '10850 ,Calcs, & Shop Dwg) Subject submittal has been reviewed and review action is as shown below: Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. COPIES NO. COPIES RECEIVED RETURNED 1 Canopies AMEND AND RESUBMIT 8 4 INCOMPLETE (MISSING) ITEMS: - LEED product data; submit when available. Specify location of facility where fabrication will take place. ARCHITECT'S REVIEW COMMENTS: Shop Drawing Review: 1 - For structural steel surface preparation, use coating system FM -15 as specified in Section 05100. 2 - Refer to comments marked on shop drawings. 3 - Submit missing items. • e - al • • ra �o . ub ' ppr ed sh Ira it gia , Icurax r: s tt -Gity �Tyq_ardf p r I ?uittii0g nit play — ' ' in - o • anpd'with ctio 130 . (1, - . Dele 12./ 7 /05 br p Remarks See Attached Sheet or indicate here: None ❑ Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Kathy Dietrich Engineer's Signature _ M VI H NO EXCEPTIONS TAKEN i AMEND & RESUi1 UT i ll ".r:;.::!;::'r'.,` IONS —� V f' -- ._ —___ -� {� I: r u rc: - ms' s I / /o �. - -. t :I)I i) I:Y. , r:I: I 6 . ' Ake _ 1-121�s Cf:RR ( `.1• Ar:)iCSi!':,i•:iiT,7 - i . _ i f :I,R!` :ti I;I'S REVIEW :Y);• Dior Rf :1.;. :1'i. �•-I!; f'c ••i :'Rr 'I'Cv I 1'. `,•' I.I NCI: ■ Ili C3NritAC;' L4'. 1'46S .I.i) '' f Si 'OP rif:AW:NCI IIAS i;, :;iiJ RI:Y;}i WEI) I O :t (AM! I:'r)M AN : P VI! 1 ii :S; :N CC)f :CI :;'I' AND (:i1:NI r: AI. CC).'.!r'.1 :I: \S ? 'Ili C:CI ^ {; + i 1.•i_liN•i.."1 5 C.:'`I'•. C (::'ii R' IIS i.i :SP:)NS IL ;••: ,.:);t :) ";P1;' ` • 1 File: 10.7.1 - 10850 -090 • - r i. r p , : I :n:�r; � �Ii:i ANC) , CM 305 (Revised 7 /28/05) : . . . ,, ;; ..1.... Vit' ; :. • •:v;'.•I; r.., • • Contractor's Submittal (0) MWH MONTGOMERY WATSON HARZA L J� Transmittal Form For all contractor submittals, including shop Date: 11/16/2005 Transmittal No. 090 drawings, samples calculation, data, or other To: MWH From: CONTRACTORS, INC. .iv V7 0 � Attention: Leslie Laramoore Attention: Louise Loomis Project Name DURHAM AWWTP PHASE 4 EXPANSION This is: Check one an original submittal Owner CLEAN WATER SERVICES I a 2nd submittal a submittal Subject of Submittal Equipment Designation: Specification Section(s): 8 ea. — Manufacturer /Installer Qualifications 10850 Stamped Engineering Calcs Stamped Shop 1 & 2 LEED Info to come later per letter. Comparison Information Tests Complete either (a) or (b), following: X (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): • Contractor's Authorized Representative , ��!_ _ CM 306 (Revised 9/16/02) f DURHAM AWWTF FACILITY PHASE - 4 EXPANSION TRANSMITTAL SHEET FROM: G.T.E. METAL ERECTORS, INC : DATE: 11 -10 -05 TO :. CONTRACTORS, INC. ADDRESS: MICHAEL EUBANKS FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: SENDER'S REFERENCE NUMBER: JOB # 1330 TRANSMITTAL NUMBER 001 YOUR REFERENCE NUMBER: 0 URGENT x 10850 Canopies COMMENT: 8 Copies Stamped Engineering Calculations 8 Copies Stamped Shop Drawings 1& 2 IiiEVEETTLI NOV 1 4 2005 EETTLI NOV 1 4 2005 0. BY : . METAL ERECTORS, INC. P O. BOX 877 CANBY OR 97013 503 - 266 -643 PHONE 503 -266 -5751 FAX I CA 1 X W I O X Z rn 7) I \ • a C5X9 o ;\ CL BOLT 0 a !rn I • �I I CI I i _ I Y J Z cn , cn D I i I 1 • • \ I i ETI r5 • 2:1 of :-. r, . (A 0 , St. J -t,, .�, C5X9 L `OLT \ N I / - o I I I o o... 0 • a < II i � f I , * 0 �„ - -- _ . * I I I. I i / / ! I t . D - 4 1 7, AA i N w I III "^ I I rn I I i f I I I • • • CL BOLT I wo f ..) ni J`. D , � ► F ° ./ N 1' -7 3/4" 2 1/2" I 73 • 4' - 6" - rq p o - 2'-O 5 8" m i • - - _ 2 N m / rn a v i ta 8 z -o / 1 , O . 's ''!s ,aim 2' -7 1/2" q/A I �Az . 1 9O s LsPE -- CONTRACTOR PLEASE NOTE A 8I CA1T OP 1NIR MA�µ� CANNOT PROs lM1NOUT OO N IRA OIpI'S A PP R OVAL or ALL I . ONDISIOIS AND =OI G.T.E. METAL ERECTORS, ,INC. , . 444 MS* HOLES: U.N.O. P.0.90X 877 CANBY,' OREGON 97013 GTE MATEMAL• , & BUS: (503) 288 -6433 FAX: (503) 266-5751 FOR APPROVAL: . • DESCjiIPiWN BY DAif ' B NAME: DURHAM- AWIMTF FACIUTY .DRAMIN An •DATE' R t R APPROVALL Q • I CA1X N: FOREST GROVE. OREGON et • • uAm 1TO SHOP: Q NTRACTOR: JOB X1330. JOS NUMBER • SHEET - rum a XRIPIION: ' AS BUILD , CANOPY . G7E- 072205. i 1 & ARIA d • my :_ • , GENERAL SPECIFICATIONS e w FLASHING i , I a i LASHING i (BY OTHERS) CODE OF CONSTRUCTION: 2003 INTERNATIONAL BUILDING CODE, 2004 OREGON 3/4 DIA X 6 iN STRUCTURAL SPECIALTY CODE; AISC MANUAL OF STEEL CONSTRUCTION. _ -- - ... -- -- IMBED EPDXY I __ _ ___ ___ ANCHORS DESIGN: BASIC WIND SPEED 100 MPG, IW =1.15, EXPOSURE CATAGORY C. GROUND SNOW LOAD = 25 PSF, CE =1.0, IS =1.0, CT =1.1; SEISMIC GROUP D, SS= 1.06g, 1 ROOF / S1= 0.370,. SITE CLASS D, CATAGORY III, E =1.25. DECKING-\ \ - -- ROOF DECKING: 20 GA. TYPE HOT DIPPED PE F, H GALVANIZED, . �D r,S `tr1 A-65-3, 90 T MINIMUM - 0.90 OZ AND STEEL § , — X ( / F t "2 TOTAL, ND 0.32 OZ�FT 2 PER ONE SIDE); BASE St�tL ROOF IN C r /� ASTM A FS.,, GRADE 50. THE MINIMUM YIELD STRENGTH IS 50,000 PSI ARC PUDDLE y F (BY OTHERS) \ r� m § WELDS SHALL BE AT LEAST 5/8 INCH iN DIAMETER, OR ELONCA TED, HAVING AN ' C CI EQUAL PERIMETER. FILLET WELDS (WHEN USED) SHALL BE APP 1 INCH 1 � M 0 LONG. WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AT END LAPS 0x o AND SIDE JOINTS AND HAVE GOOD FUSION TO THE SUPPORTING MEMBERS. FASTENING FASCIA ' AT SUPPORTS SHALL BE AT ALL EDGE RIBS PLUS A SUFFICIENT NUMBER OF INTERIOR • (BY OTHERS) C5 - - - - - : A j _ RIBS TO LIMIT THE MAXIMUM SPACING BETWEEN ADJACENT POINTS OF ATTACHMENTS EL. 4 N' TO 18 INCHES THE FASTENER SPACING SHALL NOT EXCEED 3 FEET ON CENTER. END , _' LAPS ('AMEN REQUIRED) OF SHEETS SHALL BE A MINIMUM OF 2 INCHES AND SHALL g Q J Q I OCCUR OVER SUPPORTS ENDS SHALL BE BUTTED, NOT LAPPED). MINIMUM END . Q 1r BEARING IS 1 1 /2 ". FLASHING (BY OTHERS) I STRUCTURAL STEEL: ASTM A -36 UNO. �f"l - l S; ( ,. os ()so t SOFFIT 7" SURFACE. pREPANATICTURAL STEEL • SSPC SP1; 2-115 MIL DFT COATS OF g ° (BY OTHERS) ( �EQUIPI NT - ENlAM .L, • ----________, i 1 = 6 1 i . CTION VIE . EPDXY ANCHORS: SHALL BE 316 STAINLESS STEEL, HILII HY -150 OR EQUAL. ' ��- �, INSTALL`"PER MANUFACTURERS REQUIREMENTS. Qo 1 SCALE: NONE WELDING: AWS D1.1, SMAW OR GMAW PROCESS. 3/16 INCH FILLET UNO. w N f- —I EL. 152.00 BACKGOUGE BUTT WELDED JOI ' 1 y O O I WELD FINISH: ALL WELDS SHALL BE GROUND SMOOTH AND FLUSH WITH SURFACE, I.-- , i CORNERS SHALL BE GROUND TO 1/32 INCH RADIUS. O 1 1 12 U x 11 Zr) o ". r. V) m 0 ill SIDINI TO M'ATi I o N ROOF, G I I- W 2 2 (BY 0 1 ERS) i i U o IS W X 1 . /�'- W Z n Wo � 1 ( ( o � Q T---,--- 1 i I J U L ___. EL. : p IS 1 aS Q I N if < E I J GS PR �'` �s�, a m o IN; o �? I, I�1(yS l CLL . �'� �� (�l,Jb F o z ( �� C ' {T'�, ICY -(r-' E.vCY� C.tP� (, 10G — 49O3 f _ L 1 o m o �. -› U I 1 i SCALE: NONE '- 6.47 ,-r 1 -- 6 : 15 1--- g ' " t '" v I ° o f 1-- a W 1 0 sil d o .Q m S x, 8 Service & Quality since 1961 5Interior Contractors Ceiling Systems, inc. 2340 S.E. Gladstone, Suite 100, Portland, OR 97202 -2935 (503) 234 -9515 • FAX (503) 235 -0052 CCB# 63828 We are an equal opportunity employer Date: 2 /21 /06 e„GLA.20V S — OTt - 8'7 /l 5 g® 5 tr✓ g5' V4✓✓ C PRODUCT SUBMITTAL FORM Project: Durham Facility Phase 4 Expansion Contractor: Contractors, Inc. Item: Cold Formed Metal Framing Section: 5400 Paragraph: 2.1 Product Submitted: Steeler Comments: Re- submittal • All interior studs will be minimum 20 gauge Metal studs behind metal wall panels will be 18 gauge min. We feel detail 8 at elev. B -B on sheet 1 is correct (detail 6 /GA -008 is marked "sim. ") Ni‘ $5.00 ST EEL S; G o 3 z a j J J UR S NSS ER SSM WWW.SSMA.COM STEEL STUD MANUFACTURERS ASSOCIATION ICBO ER -4943P PRODUCT TECHNICAL INFORMATION • DRYWALL CONSTRUCTION SUPPLY Sine. • ••',. rsn 1- 800. 275 -2279 + mot M LK Jr. Way S. Seams. WA 98179 PRODUCT IDENTIFICATION • All SSMA products have a four part identification code which identifies the size (both depth and flange width), style, and matenal thickness of each member. EXAMPLE: • MEMBER DEPTH: (Example: 6" = 600 x 1 /100 inches) All member depths are taken in 'Am inches. FLANGE WIDTH: For all "T" sections member depth is the (Example: 1 %" = 1.625 "= 162 x /oo inches) inside to inside dimension. All flange widths are taken in 'Am inches. 600 ell 162 - 54 STYLE: MATERIAL THICKNESS: (Example: Stud or Joist section = S) (Example: 0.054 in. = 54 mils; The four alpha characters utilized by the • 1 mri = ' /,000 in.) designator system are: Matenal thickness is the S = Stud or Joist minimum base metal thickness T = Track Sections in mils. Minimum base metal U = Channel Sections thickness represents 95% of F = Fumng Channel Sections the design thickness. Note: For those sections where two different yield strengths (33 ksi and 50 ksi) are shown, the yield strength used in the design, greater than 33 ksi, needs to be identified on the design and ordering of steel. (i.e., 600S162 -54 (50 ksi)) 00.11' 40° .► C -STUD / JOIST TRACK CHANNEL FURRING CHANNEL S- SECTIONS T- SECTIONS U- SECTIONS F- SECTIONS Copyright © 2001 by the Steel Stud Manufacturers Association SSMA Table of Contents Product Identification Inside front cover General Product Information 4 Introduction 4 Code Approval 4 Matenal Specifications 4 Technical Assistance 4 Thickness — Steel Components 5 Design Stiffening Up Length 5 General Notes for all Tables 5 Definitions of Structural Property Symbols 5 Section Properties 6 Section Properties Table Notes 6 Non - Structural (S) Stud Section Properties 6 Structural (S) Stud Section Properties . 7 .. ... .. . ........ Structural (T) Track Section Properties ... ......... .. ... ......... ... g Wall Height Tables 12 Interior Non - Structural Composite t2 Intenor Non - Structural Non - Composite 14 Wall Height Table Notes 16 Limiting Wall Heights — Curtain Wall 16 Combined Axial and Lateral Load Tables 2 Combined Loading Allowable Axial Load Table Notes ... ..... 20 ................ ...... .... .. . . Allowable Axial Loads 20 Floor Joist Span Tables 31 Allowable Floor Joist Span Table Notes 31 Bndging Recommendations 31 Allowable Floor Joist Spans 31 Header Load Tables 37 Header Load Table Notes 37 Header Allowable Uniform Loads 37 Web Crippling Load Tables 39 Weo Crippling Load Table Notes Web Criopling Conditions 39 Allowable Web Crippling Loads — Single Members 40 Allowable Web Crippling Loads — Back - to-Back Members 41 Ceiling Span Table 42 Ceiling Span Table Notes 42 Allowable Ceiling Spans — Deflection Lima U240 42 Allowable Ceiling Spans — Deflection Limit L1360 43 Typical Ceiling Details 44 Channel Properties 45 U- Channel Section Properties 45 U- Channel Allowable Ceiling Spans . 45 (Hat) Furnng (F) Channel Section Properties 46 (Hat) Fumng (F) Channel Allowable Ceiling Spans 46 Fasteners (Screws and Welds) 48 Screw Table Notes 48 Allowable Loads for Screw Connections 48 Weld Table Notes 48 Allowable Loads for Fillet Welds and Flare Groove Welds 48 Typical Details 49 Joist Web Stiffeners 49 Cold Rolled Lateral Bracing ... 50 ..... .. ..... .. Wall Stud Web Stiffener 50 Flat Strap Lateral Bracing .. 50 Architectural Specifications Inside back cover Member Directory Back cover 3 SSMA General Product Information Introduction The increasing environmental concerns in the world today have caused us all to examine the way we live. These issues have affected every aspect of our lives. including the materials we use in construction. The use of cold - formed steel members as a building alternative is an intelligent choice with benefits to, not only the environment, but also to the contractor, designer and developer. Steel is not only a recyclable product, but also a stronger product allowing for longer clear -spans in the design process. Cold- formed steel is lighter providing ease of handling. It is a straighter product giving a - true" wall with which to work. It doesn't suffer fluctuation in price, making it easier to bid a protect. Quality control is stressed in all phases of the manufacturing process so the highest possible quality is delivered to the job site. The structural shapes manufactured are easily used for non - structural and structural assemblies, floor and ceiling joist assemblies, and panelized systems. They can be used as the main structural support system or as a supplement to heavy structural steel or concrete construction. Manufacturers have been producing cold- formed steel framing members for many years. with each manufacturer having its own nomenclature and design values. A steel member with identical properties would be identified by different names based on which manufacturer produced it. This created some confusion at all levels of the construction process. The SSMA's mission is to proactively represent member firms engaged in the manufacture. marketing and sale of cold- formed steel framing members, as a unified voice to the residential and light commercial construction industry serviced by its products, which includes contractors, distributors, design • professionals, code officials and standards organizations. To this end. SSMA will endeavor to supply products which meet or exceed standards established by national, state and local code bodies and by recognized industry associations. SSMA resolves to continually initiate and adopt the development of new technology and applications for its members' products with the common goal of growing new market opportunities. Code Approval Products manufactured by the members recognized by ICBO Evaluation Service of the Steel Stud Manufacturers Association. SSMA, comply with the Uniform Building Code and International Building Code. See ICBO ES Evaluation Report No. 4943 -P. Material Specifications Products manufactured by SSMA members are formed from steel with a minimum yield stress of 33 ksi or 50 ksi. All products covered in this catalog are engineered to meet the 1996 Edition of the Amencan Iron and Steel Institute. AISI, "Specification for the Design of Cold- Formed Steel Structural Members." The structural properties included in this brochure have been computed based on allowable stress design to conform with the same AISI document. Technical Assistance Professional technical assistance is available through any SSMA member to its customers. Using software developed specifically for the SSMA. a manufacturer's technical representative can analyze load conditions. deflection critena and lateral bracing conditions not presented in this brochure. Computenzed design can assist a SSMA customer with the most economical product selection for the specific application. Contact the SSMA manufacturer for this assistance. Disclaimer All data, specifications and details contained in this publication are intended as a general guide for using SSMA members products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. The SSMA and its members assume no liability for failure resulting from the use or misapplication of computations, detail drawings and specifications contained herein. This publication contains the latest information available at the time of printing. The SSMA and its members reserve the right to make modifications and /or change materials of any of their products without prior notice or obligation. For the latest information regarding a particular manufacturer's products contact that manufacturer. All SSMA manufacturers may not produce all of the products contained in this catalog. Please contact manufacturer to verify product availability. 4 �\ SSMA General Product Information Thickness — Steel Components Design Stiffening Lip Length Mintmutn : • • , Inside c:: - 11';`-it t 6 •;, :'%Thickrtese . Design: Co er73 Only Sectlomf'= - ''�� "- Frarwe with - -� e l ength (iin) m • Thickness' (in) • V Radii (in)• . Gauge Na. S125 1 /." 0.188 18 0.0188 0.0843 25 S137 1 /e" 0.375 27 0.0283 0.0796 22 S162 1 Vs" 0.500 30 0.0312 0.0781 20 - Drywall S200 2' 0.625 33 0.0346 0.0764 20 - Structural S250 2 '/2" 0.625 43 0.0451 0.0712 18 54 0.0566 0.0849 16 68 0.0713 0.1069 14 97 0.1017 0.1525 12 ' Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the lob site based on Section A3.4 of the 1996 AISI Specificauon. General Notes for all tables 1. The strength increase due to cold work of forming was incorporated for flexural strength as applicable per AISI A7.2. 2. The moment of inertia for deflection is calculated at a stress which results in an effective section modulus such that the stress times that section modulus is equal to the allowable moment. This follows Procedure 1 of the AISI Specification. 3. The yield stress (33 ksi or 50 ksi) used to calculate the tabulated values are indicated in the tables. 4. When provided, factory punch -outs will be located along the centerline of the webs of the members and will have a minimum center -to- center spacing of 24 ". Punch -outs will have a maximum wrath = half the member depth (d /2) or 2 1/2 ", whichever is less, and a maximum length = 4 1/2 ". The minimum distance between the end of the member and the near edge of the web punch -out =10 ". 5. For those steels that have both 33 and 50 ksi listings. if the design is based upon 50 ksi. the 50 ksi steel needs to be specified by the contractor /purchasers. (i.e., 362S137 -54 (50 ksi)) Definitions of Structural Property Symbols Gross Properties lxx: Moment of inertia of the gross section about the X -X axis (strong axis). Rx: Radius of gyration of the gross section about the X -X axis. lyy: Moment of inertia of the gross section about the Y -Y axis (weak axis). Ry: Radius of gyration of the gross section about the Y -Y axis. Effective Properties lxx: Moment of inertia for deflection calculations based on - Procedure 1 for Deflection Determination" of the 1996 AISI Specification. Sxx: Effective section modulus about the X -X axis (strong axis) Stress = F Ma: Allowable Bending Moment – Based on the effective section modulus and the allowable stress x-- + —x including the strength increase from cold -work of forming (AISI 7.2) where applicable. Va: Allowable Shear Load. Ycg: Maximum distance from the outside of the compression flange to the center of gravity of the effective section. Torsional Properties J: St. Venant Torsional Constant. Cw: Torsional warping constant. Xo: Distance from the shear center to the centroid along the principal X -axis. Ro: Polar radius of gyration about the centroidal pnncipal axis. li: 1- (Xo /Ro) `\ \r 5 SS/AA Section Properties Section Properties Table Notes 1. The centerline bend radius is the greater of 2 times the design thickness or 3/32 ". 2. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius_ 3. Hems on non - structural track sections are ignored. 4. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 5. Tabulated gross properties are based on the full- unreduced cross section of the studs, away from punchouts. 6. For deflection calculations, use the effective moment of inertia. 7. For those steels that have both 33 and 50 ksi listings, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified. (i.e., 362S137 -54 (50 ksi)) Non - Structural (S) Stud Section Properties 0 •t '.-.; a a .Vi: G ` • - ' , ',Etscnvlr33R9:."t. :.; �? �:1 Area_ . ' Etfect1va5Oksix.:. % .3.:: i.._:;7_ Tonsioaofl' saw' Thickness Are Weight Inc Sxx:' R1c lyy� Ry Igor. Sxc. Ma: Va- Ycg f I(- lxx Sxr Ma- Va Ycg JJ'I'm ON. Xo Ro Section (inl rir fib/f1) find 11n finl fin') finl (irr'1- fi&rll fin-k1 flbl finl. 1 (in') tint fin-10 (Ibl (inl I (Irv') fins) (nl rinl S 1625125-18 3 0188 i 0 080 0 27 0.038 3.046 -1686 7 016 1447 1 0.034 0.033 0.66 309 0.924 I 0.009 0.009 -1.061 1.340 0.373 1625 125 -27 0.0283 1 0.120 0.41 0.056 0 068 0.682 0.023 0.44310.055 0.051 1 01 526 09091 .0.032 0 013 .1 049 1 327 0.375 1625125 -30 00312 0.131 7.45 0.061 0.075 3681 0.026 0.441 !0.060 0.059 1.;6 579 0.8941 .0.043 0.014 -1046 1323 0.376 1625125 -33 0.0346 10.145 0.49 0067 0.083 0.579 0.026 144010.066 0.068 1 35 641 0.877 ! 0058 0.015 .1042 1.319 0.376 -p °+^'6; -.7� r ±�?1" '^,°.;^,''- -...,-- ._..,. r"i.l."°1!.'4r^�.:• - tT °"_'.Tit'. "!:'^ ". :7��'," - ,� -- f .. _ r .._ ..,. ,. � .:,:. 2505125 -18 0.0188 0 097 0.31 0.099 0.079 1.014 0 .019 0.43910.089 0.059 1.17 247 1.391 I 0.011 0.023 -0930 1.444. 0585 2505125 -27 0.0283 0.144 0.49 0.147 0.118 1.009 0.027 0.43410.144 0.092 1.51 700 1.3721 0.039 0.033 -0919 1.432 0.589 2505125 -30 0.0312 0.159 0.54 0.161 0.129 1 008 0.030 0.43310.159 0.104 206 651 11541 0.052 0.036 -0.915 1.429 0.590 2505125-33 0.0346 0.176 0.60 0.178 0.142 1 006 0.031 0.431 10.175 0.120 238 1040 1.333 1 0.070 0.039 -0.911 1.425 0.591 2505125 -43 0.0451 0.227 0.77 0.228 0.182 1.001 0.041 0.42610226 0.173 3.43 1350 1275 1 0.154 0.049 4899 1.412 0.594 250S125-54 0.0566 0280 0.95 0277 0222 0.994. 0.049 0.4191 0218 4 98 1656 1260 1 0275 0205 6.14 2510 1299 0299 0.059 -0.890 1298 0.595 250S125-68 0.0713 0.345 1 18 0.334 0267 0.984 0.057 0.40810.334 0266 6.30 2317 1252 1 0.334 0261 7 81 3057 1252 0 585 0.069 -0.880 1281 0.594 3505125 -18 0.0188 0.115 0.39 0.215 0.123 1366 0.021 0.42310.197 0.087 1.72 172 19921 0.014 0.049 -0.819 1.648 0.753 350S125-27 0.0283 0.173 0.59 0.320 0.183 1361 0.030 0.418 10.312 0.147 2.90 589 1.892 1 0.046 0 .071 -'809 1 637 0.756 350S125-30 0.0312 0.190 0.65 0.351 0201 1359 0.033 0.41710.46 0.167 329 790 1.871 I 0.062 0.077 4.805 1.634 0.757 350S125-33 0.0346 10 0.72 0.387 0.221 1358 0.036 0.415 0.382 0.191 177 1046 18471 10.084 0085 -0.802 1.630 0.758 3505125 -13 0.0451 0272 0.93 0498 0.284 1.352 0046 0.41010.493 0.272 5.37 1777 17801 0194 0.105 4.790 1.619 3.762 3505125-54 0 0566 � 0 337 115 0 608 0.348 1 344 1055 0.402 ! 0 508 1.342 7 52 2403 17 62 ! 0.603 1324 3 77 3446 1 716 i 0.350 1127 -0.7 81 1 605 0.763 350S125-68 0.0713 0.417 I 42 0.739 0.422 1332 0.064 029110.737 0.421 9.95 2959 1752!0.737 0.413 1216 4483 176510706 0.151 7.770 1.587 7.765 362S125-18 0.0188 0.118 0.40 0.234 0.129 1.409 0.021 0.421 0.215 0.090 1.78 166 2.0751 0.014 0.053 -0207 1.677 0.768 362S125-27 0.0283 0.176 0.60 0.347 0.192 1.404 0.031 0.416 0.338 0.154 3.05 568 1.957 1 0.047 0.077 -0.797 1.657 0.771 3625125-30 0.0312 0.194 0.66 0.381 0210 1.402 0.033 0.415 0.375 0.175 146 761 1935 0.063 0.084 4.794 1.664 0.772 362S125-33 0.0346 02 0.73 0.421 0.232 1.400 0.037 0.413 0.415 0201 196 1039 1.911 0.086 0.092 -0.790 1.660 0.774 362S125-43 0.0451 02 0.95 0.540 0298 1.395 0.046 0.408 0536 0.285 5.64 1777 1.843 0.188 0.115 -0.779 1.649 0.777 3625125.54 0.0566 0244 1.17 0.661 0.365 1.386 0.055 1403 0.661 0.358 821 2497 1825 0.655 0241 1020 3446 1859 0.367 0.138 -0.769 1.635 0.779 362S125-68 0.0713 0.426 1.45 0.803 0.443 1374 0 .065 0.389 0.802 0.442 10.44 3076 1.815 0.802 0.434 12.98 4661 t 827 0.721 0.164 -0.758 1.617 0.780 4005125.18' 0.0188 0.125 0.42 0294 0.147 1536 0.021 0.414 0265 0.099 1.96 150 2225 0.015 0.066 -0.774 1.769 0.809 400S125 -27 0.0283 0.187 0.64 0.438 0219 1.531 0.031 0.410 10. 0.178 3.52 511 2.150 0.050 0.096 4.764 1.759 0.811 400S125-30 00312 0206 0.70 0.481 0.240 1529 0.034 0.408 10.473 0202 3.99 686 21271 10.067 0.105 4.761 1.756 0.812 4005125 -33 0.0346 0.228 0.77 0.531 0265 1527 0.038 0.407 10.523 0231 456 936 2.102 10.091 0.115 4 1757 1.752 0.813 400S125-43 0.0451 0.295 1.00 0.682 0.341 1521 0.048 0.402 0.676 0227 6.46 1777 2.072 0.200 0.145 -0.746 1.742 0.816 400S125 -54 0.0566 0.365 1.24 0835 0.418 1512 0.057 0.394 0.835 0.471 140 2777 2.013 0.828 0.391 11.71 3446 2.048 10.390 0.174 -0.737 1.728 0.818 4005125.68 0.0713 0.452 154 1017 0.509 1 499 0.066 0283 1015 0 507 11 98 3429 2.003 I 1 015 0.498 14 91 5196 2.015 10.767 0206 4.725 1.709 0.820 .,...:2.:-.i =•..r- _ ..:.11' C., . -. . . --'- - - . _ .,- '::7'a� >�'�": `>= . 1-� -.c .'.'�:'S: -_-.. - ..,-- ._.._. '-''''.-•-- - 550S125 -18' 0.0188 0.153 - 05 229 2 0.630 0 2.029 0.023 0290 0.018 0.138 -0.666 2.171 0.906 5505125 -2T 0.0283 0 229 0.78 0.938 0.341 1023 0.034 0.385 0.925 0253 5.00 366 1072 0.061 0202 -0.657 2.182 0.908 5506125-30 0.0312 0252 0.86 1031 0.375 2.021 0.037 0.384 1.017 0.307 6.06 491 2956 0.082 0220 -0854 2.159 0.908 5506125-33 0.0346 0279 0.95 1.139 0.414 2.019 0.041 0.362 1.124 0.368 728 670 2.8641 0.112 0242 4.651 2156 0.909 5505125 -43 0.0451 0.362 1.23 1.468 0.534 2013 0.052 0.377 1.456 0374 10.16 1487 23861 0246 0.304 4841 2.146 0.911 550S125-54 0.0566 0.4.50 153 1.805 0.656 2.002 0.067 0.369 1.805 0.647 1480 Z799 2.7651 1.790 0.620 1857 2967 2804 0.481 0366 4.631 2.132 0.912 5506125-68 0.0713 0559 1.90 2209 0.803 1.987 0.072 0358 2205 0.801 1894 4442 22531 2.205 0.789 23.62 5468 2.767 0.948 0.437 4220 2.112 0.914 6005125.18' 0.0188 0.162 0.55 0.778 0.259 2189 0.024 0.382 - 0.019 0.169 4.637 2.312 0.924 6006125 -27' 0.0283 0.243 0.83 1.160 0.387 2.183 0.035 0.377 1.145 0.274 5.42 335 14131 10.065 0247 4.628 2.303 0.926 6005125.30 0 0312 0.268 0.91 1.275 0 425 2181 0.038 0376 1 259 0.331 6.54 448 32921 10.087 0.270 4.625 2300 0.926 6005125 -33 0 0346 0.297 1 01 1 409 0.470 2.179 9.042 0.374 1 1 391 0.408 8.06 512 11541 , 0.118 0 296 -0.622 237 0.927 6005125 -43 0.0451 0.385 1.31 1817 0.606 2.173 0.053 0.369 1802 0.584 11.55 1358 1037 0.261 7273 4.612 2287 0.928 6005125.54 0 0566 0.479 163 2.236 0.745 2.161 0.063 026212236 0.735 16.62 2708 1015 2.218 0 706 21 14 2708 3.056 0.449 -0.603 2273 0.930 600S125 -68 0.0713 0.595 2.02 2.740 0.913 2.146 0.073 0.35112.735 0.911 2153 4442 3.0031 2.735 0.898 26.88 5468 3.01611008 0536 4.592 2'33 0.931 - W an: l '3 j: - x' - - l' ,. • - ; - .7.'"7%.• - r , .." - 8005125 -33' 0.0346 0.366 1 2$ 2.881 0.720 2.006 0144 024712,855 0525 1037 455 4321 I 0.146 0.576 -0530 2.877 0.966 8005125 -43 0.0451 0.475 1 62 1721 0.930 2.799 0.056 034213.696 0.894 1757 10011 1.056 i 0222 0.727 -0521 2867 0.967 8006125.54 0.0566 0 592 3.01 4 593 1 148 2.766 0.066 0.33514593 1.134 2596 2006 4.0161 4 560 1097 3284 2006 4 060 0.632 0.877 -0.512 2352 0.968 8005125.68 00713 0.738 2.51 5653 1413 2.768 0.078 022415.644 1 410 33.33 3048 40331 5.644 1393 41 69 4048 401911.250 1050 -0.501 2.932 0.969 ' Web- tteignt to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated IOadS M. 6 SSMA Section Properties Structural (S) Stud Section Properties .. 7hdaesi ;Ares: fetcjr:•- h¢;. Star- . far:'. %Y ' Ry: • bac. Su. Ma Va. YI2 la Sxx- Av. V=- Yogi _..8 !bLSrir. Rooms;. Semmr• - fn1• ". fin9•• . •llh9l1:'• • fn•1 •• on9' 6rd 6111• fill fin" fn9 M - lb1 fill !WI firl9 fin -4l lb1•• fn1 (e1•:- f onyt - -r - B' - 2505137.33 0.0346 0.197 067 0.203 0.163 1015 0.052 0.515 0.203 0.156 3.09 1040 1272 0.079 0.075 -1.170 1.633 0.486 2505137 -43 0.0451 0.255 0 87 0.261 0.208 1 010 0 067 0.511 1 0.261 0.205 4 53 1350 1 260 I 1 0.173 0.09 -1.158 1.620 0.489 .- 2503137.54 0.0566 0.316 1.07 0.318 0.255 1 004 0.080 0.5041 0.318 0.255 5.79 1656 1.250 0.318 0244 822 2510 1274 0.337 0.113 •1150 1.608 0.488 2505137.68 0.0713 0.390 I 33 0.386 0.309 0.994 0.095 0.4951 0.386 0.309 7.19 2017 1 250 0.386 0.308 10.65 3057 1 251 0.661 0.134 -1.142 1.593 0.486 2505162.33 0.0346 0223 0.76 0.275 0.188 1027 0.087 0.624 0.215 0.180 3.55 1040 1274 0.089 0.144 -1501 1.923 0.390 2505162.43 0.0451 0289 0.98 0.302 0.242 1 022 0.111 0.620 0.302 0.240 512 1350 1.253 0.196 0.182 •1.489 1909 0.392 2505162.54 0.0566 0358 1.22 0.370 0.296 1016 0.135 0.613 0 .370 0.296 6.57 1656 1.250 0 .370 0288 8.62 2510 1.267 0383 0.219 -1.482 1.898 0.391 2505162.68 0.0713 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.360 821 2017 1 250 0.450 0.357 1210 3057 1 255 0.752 0.262 •1.474 1.885 0.389 .. :96 ,=„ Q' _ /5° --.:.`^')." . -,,-,_" -?•• �iL'.1 3505162.33 0.0346 0 258 0.88 0.508 0290 1 404 0 098 0.617 1 0.508 0.279 5.50 iO46 1.779 I t i 0.103 0273 -1.351 2044 0.563 350516243 0.0451 0.334 1.14 0.654 0.374 1 400 0125 0.612 1 0.654 0372 9.08 1777 1 755 I , 0227 0.345 -1339 2.031 0.565 3505162.54 00566 0415 1 4 1 0.804 .3.460 1 292 0.152 3.606 l 0.804 9.460 1020 2403 1 750 j 0804 0.447 13.37 3446 1 7731 0.443 0.418 -1.331 2.019 0.566 350S 162.68 0.0713 0.515 1 75 0.985 0.563 1 293 0.184 0.597 ' 0.985 0 563 12.33 2959 1 750 1 0.995 0 557 18.89 4483 1 7581 0 872 0.503 -1.321 2.004 0.565 - ': ' Y'_?Ca'>:._ :..5.c'sa -- :�.fid:.'reuS : ::;' � .- 4:..:. ` - - • - - :=-.. =3'M: -- 3625137 -33 0.0346 0 0.80 0.479 0264 1 424 0.059 0.501 0.479 0.254 5.02 1039 - 1.842 _ 0.094. 0.162 •1.026 1226 0.684 -4 362513743 0.0451 0306 1.04 0.616 0340 1.419 0.075 0.497 0.616 0.334 7.38 1777 1.826 0207 0204 - -1.015 1.814 0.687 3625137.54 0.0566 0379 129 0.756 0.417 1.411 0.091 0.490 0.756 0.417 9.43 2497 1.812 0.756 0.400 13.47 3446 1.844 0.405 0246 -1.006 1.801 0.688 3625137-68 0.0713 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.509 11.87 3076 1.812 0922 0508 17.56 4661 1.814 0.792 0294. -0996 1.734 0.689 3625162-33 0.0346 0262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.292 5.77 1039 1.843 0.105 0293 -1335 2.065 0.582 362516243 0.0451 0 .340 1.16 0.710 0.392 1445 0.127 0.611 1 0.710 0.389 846 1777 1818 1 1 0.230 0.371 1.323 2.052 0.585 3625 162.54 3.0566 0 422 1 44 0.873 0 481 1 438 0.154 0.604 0.873 0 481 10.69 2497 1 812 1 0.873 0.468 1400 2446 1.5361 0.451 0.449 .1 314 2.040 0.585 3625162- 0.0713 0524 1 78 ! 069 0.590 1 429 0.186 0.596 1 1 069 0.590 13.44 3076 1 812 ! 1069 0 584 19.80 4661 1 8201 0.887 0.540 .1.305 2.024 0.585 3625200.33 0.0346 0297 101 0.648 0.58 1 478 1177 0.772 0.643 0.318 629 1039 1.8981 0.118 0.571 •1770 2.432. 0.470 3625200.43 0.04.51 0365 131 0.836 0.461 1 474 0227 0.767 1 0.835 0.448 8.85 1777 1634 I 1 0261 0.726 -1.758 2419 0.472 3625200.54 0.0566 0.479 163 030 0.558 1 467 0277 0.761 1 1.030 0.568 12.36 2497 1.812 1030 0.509 1525 3446 18981 0511 0.884 41750 2.407 0.471 262S200.68 0.0713 0595 2.52 1265 0.698 1 458 0337 0.7531 1. 0.698 15.54 3076 1.8121 1255 0.673 22.34 4661 18441 1.008 1.070 •1.741 2293 0.470 w .0 .. - .:' - . - -..i. ' r :a.::�.f:.: :: •. _' .sue{• - •_ l.i,�... ,..ate.._ .. 4005137.33 9.0346 0249 9.85 0.603 0301 1556 1061 0.496 1 0.603 0290 5.74 936 2.031 ! - � � �� ' ---:-)P. 400513743 3 0451 0323 1 10 0 776 0.388 1 551 3.078 0.491 1 0.776 0.3.82 8.43 177 2014 1 02 0.253 4976 1 908 0.732 4 005137.54 •3.0566 0.x01 135 0.953 0.477 1 0.094 0.4841 0.953 2477 10.73 2777 2. i 0.953 3446 1 1 0.428 0253 0 1887 0.735 67 1 884 0.737 400S 137.68 0.0713 0.497 1E9 1 165 0.582 1 531 0.112 0.475 i 1 165 0582 73.58 3429 2.000 11.165 0 581 20.70 166 2.002 0.842 0.365 -0.956 1 866 0.738 4005162.33 2.0346 0275 0.94 0.692 0.346 1.536 0.103 0.611 0.692 0332 6.57 936 2.032 0.110 0.358 -1288 2.133 0.635 4 00516243 0.0451 0257 121 0.892 0.446 1 581 0.131 0.606 0.892 0.443 9.63 1777 2.006 0242 1453-1.276 2121 0.638 4005162.54 0.0566 0.443 151 1098 0.549 1574 0.159 0.600 1.098 0549 12.18 2777 2.000 1.098 0533 1556 3446 1026 0.473 0550 -1268 /108 0.638 4005162 -68 0.0713 0.550 187 1.346 0.673 1564 0.192 0.591 1346 0.673 1534 3429 2.000 1.346 0.666 22.60 5196 2.0031 0932. 0.663 -1258 2.092 0.639 400S200 -33 0.0346 0.310 105 0.812 0.406 1619 0.183 0.769 0.805 0362 7.16 936 2.091 1 0.124 0.689 -1.715 2.481 0.522 4 00520043 0.0451 0.402 1.37 1047 0.524 1615 0235 0.7641 1047 0.509 1006 177 2.0231 1 0.272 0.876 •7.703 2468 0.524 4 005200.54 0.0566 0500 1 70 1 292 0.646 , 608 0297 0.758 I 1 292 0.646 1406 2777 2000 1 1 292 0.580 1736 3446 2.0911 0.534 1.068 -1 695 2.456 0524 4005200 -68 3.0713 0.622 2.12 1589 0.795 1599 0.349 0.7501 1.589 0.795 1758 3429 2.0001 1589 9766 25.41 5195 2.0351 1054 1.25 .1686 /441 0.523 ..a•^' - .: >a .la+.....t �^�r•. , i: - - Imo: - . n Irwa�cZ e, l :_ 5505162-3 0.0346 . 0327 111 1458 0.530 2712 0.113 0.589 1.458 0512 7_ 0.11 670 2787 0.130 0.704 -1.134 2468 0.789 550516243 0.0451 0.424 1.44 1 883 0.685 2.107 0.145 0.584 1.883 0.661 14.79 1487 2.757 0.288 0.894 -1.123 2.458 0.791 5505162.54 0.0566 0528 1.63 2.324 0.845 2.098 0.176 0.577 2.324 0.845 18.76 2799 /750 2224 0.821 24 59 2967 2.762 0564 1.088 -1.114 2.445 0.792 5505162 -68 0.0713 0.657 224 2.861 1.040 L086 0212 0.568 2.861 1.040 23.72 4442 /750 2861 1.031 3494 5468 2.761 1.114 1 .316 -1.103 2.427 0.793 6005137.33 0.0346 0318 108 1.582 0.527 2229 0.069 0.464 1 582 0510 10.07 612 10391 1 0.127 0.493 ,7523 2.421 0.884 6005137.43 0.0451 0.413 I 41 2.042 0.681 2223 0.087 0.459 1 2.0 0.670 14.80 1358 3.018 1 1 0280 0.625 1813 2.411 0.886 6005137.54 0.0566 0.514 1 75 2518 0.839 2213 0.705 0.452 1 2518 0.839 1898 2708 3.0001 2.518 0.809 27.23 2708 3.0421 0.549 0.757 4.804 2.398 0.888 6005137.63 0.0713 0.640 2.18 3.094 1.031 2.200 0.125 0.4431 3.094 1.031 2405 4 442 3.000 3.094 1 929 35.60 5468 3.0021 1.084 0.911 -0.793 2.380 0.889 6005137.97 0.1017 0.889 3.03 4188 1 396 2.170 0.159 0.422 4 188 1396 3448 7372 3.000 1 4.188 1.396 50.80 11124 3.0001 3.066 1.179 4.770 2.341 0.892 6005162 -33 0.0346 0344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0577 1141 612 1039 0.137 0.851 - 1.091 2595 0.823 600516243 0.0451 0.447 152 2.316 0.772 2.276 0.748 0576 2316 1767 16.68 1358 1007 0303 1.082 •1.061 2585 0.825 6009162.54 0.0566 0.556 189 2860 0953 2.267 0.160 0.570 2.860 0.953 21.77 2708 3.000 2.860 0.927 27.76 2708 3.034 0594. 1.318 -1.072 2.572 11826 6005162-68 00713 0.693 236 3.525 1.175 2.255 0218 0.560 3525 1.175 26.79 4442 3.000 1525 1.164 39.46 5468 3.011 1.174 1.596 -1.061 2.554 0.828 6005162.97 0.1017 0.965 329 4.797 1.599 L229 0263 0.541 4.797 1.599 3837 7372 1000 4 797 1.599 56.73 11124 3.000 3.329 2.093 -15039 2.518 0.830 6005200.33 0.0346 0379 129 2075 0.692 2.340 0.209 0.743 1 2059 0.617 1220 612 3 0.151 1577 .1.479 2.886 0.734 600520043 0.0451 0.492 157 2.683 0.894 2.335 0.268 0.739 2683 0.873 17 24 1358 3.028 1 0334 2.012 -1.468 /955 0.736 6005200.54 0.0566 0.673 2.09 3.379 1 106 2.327 0328 0.732 1 1319 1106 2407 2708 3.000 1 3319 1002 30.01 2708 11171 0.655 2.461 •1.459 2842 0.737 6005200.68 0.0713 0.764 2.60 4101 1 367 2.315 0.400 0.723 1 4 107 1.367 3042 4442 3.0001 4101 1 317 4171 5468 10471 1295 2.997 •7.448 2.825 0.737 6005200-97 0.1017 1067 3.63 5.612 1871 2293 0.530 0.7051 5.612 1877 43.49 7372 3.0001 5.612 1671 5453 11124 10001 1679 3.987 •1.427 2.791 0.739 6005250-43 0.0451 0.537 1.83 1082 1 027 2.396 0.458 0.923 1082 0.918 18.14 1358 1734 0361. 3.379 •1.898 3.193 0.547 6005250.54 0.0566 0.670 222 1819 1 273 2.388 0.562 0.917 1819 1159 2290 2708 1115 1760 1 069 3200 2708 3.207 0715 4146 •1889 1160 0.647 6005250-58 0.0713 0.836 284 4 727 1576 2.378 0.688 0.908 4.727 1522 3108 4442 1045 4.727 1.342 40 19 5468 3.191 7.416 5.071 •1.878 1164 0.647 6005250-97 0 1017 1 169 3.98 6.496 2.165 2.257 0.923 0.8891 0496 2.160 48.80 7372 3.003 6.496 2.063 69.38 11124 3.0621 4.030 6.798 •1857 3.130 0.648 Web - height to thickness ratio exceeds 200. Web softeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. s 7 SSMA Section Properties Structural (S) Stud Section Properties 7 - ` � 1 K C gag :1 fyr:.11 ° .hoc:, Sr .- M a. Va•• Yo7.:, hor '4:_ `' � Semi^ =- rmt=' • Gn+9`. - Yr Msi-:; IA, '. Ye1 . (kW- for - ( j ) W ai r - -- : . r�'� rn '7!e� rrri= rnf = - irri� rm► • rnfi rmR'= rm.�1 11,1 � rnt � firer r� ro.+�r - � rnt -' rn► (kW tor- rn1 air �- 9= 8005137.33' 0.0346 0.388 132 3.198 0.799 2873 0.073 0.435 3.198 0.663 13.10 455 4335 a 8005137 -13 0.0451 0.501 1.71 4.134 1033 2.866 0.093 0.430 4134 1033 20.42 1008 4000 0.145 0.948 -0.709 2981 0.944 8005137.54 0.0566 0.627 213 5.110 1277 2.855 0.112 0.423 5.110 1277 28.89 2006 4 000 5.110 1249 37.38 2006 4 032 0 670 1.460 4.691 2.967 0.946 8005137-68 0.0713 0.782 2.66 6.303 7.576 2.839 0.134 0414 6.303 1576 36.74 4048 4000 5.303 1573 54.40 1048 4 003 1 1325 1.762 0.680 2948 0.947 5005 137 -97 0.1017 1 093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 5.3.09 9037 4 000 8 597 2149 78.22 11124 a 000 3.767 2295 -0.658 2.908 0.949 8006162.33' 0.0340 0.413 1.41 3.582 0.896 2.943 0.125 0.550 3.582 0.757 1496 455 4306 0.165 1.615 4951 1.142 9.903 800S162.43 0.0451 0.537 183 4 633 1.158 2.937 0.160 0546 4 633 1.158 2289 1008 4 000 0.364 2056 0941 3.132. 0.910 -• 8005162.54- 0.0566 0.670 2.28 5.736 1434 2927 0.194 0.539 5236 1434. 31.83 2006 4000 5.736 1.397 4184 2006 4039 0.715 2.509 -0.932 3.119 0.911 8005162.68 0.0713 0.836 2.84 7.089 1.772 2.913 0.235 0.530 7.089 1 772 43.41 3048 4 000 7 089 1 757 5957 4048 4 013 1.416 3.047 -0.921 3.101 0.912 8005162.97 0.1017 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2428 58.27 9037 4 000 9.713 2.428 96.14 11124 4 0001 4 030 4 023 -0299 3.062 0.914 8005200.33' 0 0346 0 448 1 52 4 096 1.024 3.023 0.227 0.712, 4 096 0.812 1604 455 4 410 1 0 179 2945 -1 306 1369 0.850 300.5200 -41 00451 0.532 198 5.302 1325 3.018 0.292 0.7081 5.302 1293 25.54 1008 4 038 1 1 0.395 3.763 -1.295 3.359 0.851 3005200.54 00566 0.726 2.47 6.573 1 643 3.009 0.357 0.701 5.573 1 643 35.75 2006 4 000 5.573 1.475 44 15 2006 4 168 1 0.7 5 4612 -1286 3.346 0852 8005200.68 0.0713 0.907 109 6.140 2.035 2.996 0.435 0.692 8.140 2035 4 5.29 1048 4 000 8.140 1.964 55 21 4048 4 0551 1 537 5.631 -1275 3.329 0.853 8005200.97 0.1017 1.271 432 11207 2.801 2.969 0.576 0.673 11233 2.801 05.12 9037 4.000 11201 2. 801 96.63 11124 4000 4381 7.524 •1253 3292 0.855 8n 0S2.5 0.0451 0.62T 2.13 6.015. 1504 - 1097 0.500 0.843 6.015 1.313 25.95 1008 4219 0.425 6.320 •1.695 1641 0.783 8005250.54. 0.0566' 0283 2.61 7.465 1266 3.088 0.614 0.885 7.465. 1.712 33.82 2006 4.134 7.375 1.525 45.66 2006 4 323 0.838 7.769 -1.686 3128 0.784 800523.68 0.0713' 0978' 333' 9251 2.315 3.077 0.752 0.877 9261 2.240 4 4.25 4048 4 053 9.281 2.003 59.96 4048 4219 1.658 9.526 •1.674 3.611 0.785 8005250.97 0.1017 1.372 167 12289 1197 3.053 1.009 0.857 12789 3.190 72.06 9037 4.004 12.769 1053 10270 11124 4 073 1 4 731 12838 - 1.652 3.575 0.787 10005162 - 0.0451 ' 0 627 2.13 8.025 1 605 3.577 0.168 0.518 8.025 1 414 27.94 332 52921 1. ' 2 1 4 • ''�` .4 10005162.54 0.0565 1 0.783 256 9950 1990 3.565 0.204 0.511 9.950 1 593 5.0001 0.535 5 54 150 -0.827 -0.827 1709 0.950 10005152x8 0.0713 I 0 973 133 12325 2.465 3 550 0.246 0.502 + 12.325 2.465 56 20 3209 5.0001 12.3 2.465 51 3.80 3209 5.000 0.536 558 5.060 -0817 1677 0.951 10005152.97 0.1017 1 372 167 16.967 3.393 3.516 0.320 0.4831 16.967 3 393 31 43 )037 5 0001 15 967 1393 120 37 9461 5.0001 1731 9.708 -0.795 1637 0.952 10005200.43' 0.0451 0.672 229 9085 1817 1676 0.309 0.6771 9.085 1.580 3123 302 5.319 1 0.456 5.189 - 1.162 3.914 0.912 1000520454 0.0566 0.839 256 11278 2.256 3.666 0.378 0.671 11278 2.256 44 57 1593 5.000 11278 1.805 5404 1593 5.4781 0.896 7 595 - 1.153 3.901 0913 1000520068 0.0713 1050 3.57 13.994 2.799 1652 0.460 0.662 11994 2.799 62 9 28 3 5.000 13.994 2.744 82.15 3209 5.037 1.79 9291 •1.142 1883 0.913 1000520497 0.1017 1 474. 5.02 19.336 3.867 1622 0.609 0.64311933 3.867 89.92 9037 5.000 19336 3.867 133.42 9461 5.000 5.082 12.460 •1.120 3.845 0.915 1009325443' 0.0451 0.717 2.44 10.203 2041 3.7771 0.531 0.8601 10203 1.517 31.95 802 5508 10005250.54 0.0566 0.896 3.05 12577 2.535 1762 0.653 0954 1267 2.277 149 c 72.560 0.957 12.405 -1535 4.161 0.864 171 1000325463 0.0713 1 1.121 3.81 15.751 1150 1749 0.799 0.8441 15.751 3.054 50.34 3209 5.0601 , 5 11 2.670 79.94 3209 3.3 I 0 899 15.725 -15 14 3130 0.866 10005250.97 0.1017 1 1575 5.35 21 827 4 365 1722 1.072 0.8251 21.827 4 356 98.40 9037 5.0041 21 827 4 181 110 63 9461 5.0621 5.433 21268 •1 491 4 093 0.867 12005162 -54' 0.0566. 0896 3.05. 15.730 2122 4.190 0212 0.486 15.230 2.M4 46.11 1321 6.311 15.730 2024 60.60 1321 6.6951 0.957 6293 -0744 4283 0.970 12005162 0.0713 1.121 181 19.518 3253 4.173 0255 0.477 19518 3253 64.28 2558 6.000 19.518 2953 88.41- 2658 62571 1 899 7.666 -0.734 4264 0.970 1200$162.97 0.1017 1.576 5.35 25.966 4.494 4.137 0331 0.459 25.968 4494 10785 7814 6000 26.966 4494 159.42 7814 6.000 5.433 10.187 8713 4.223 0.971 1290520454' 0.0566 0.953 124 17.662 2.944 4 306 0.393 0.643 17.662 2.658 52.52 1321 5 281 17 662 2.143 64 17 1321 68361 1017 11462 -1.047 4.478 0.945 1200520068 0.0713 1.192 a 06 21.947 1658 4 291 0.479 0.634 21.947 1658 31.40 2658 5.0001 21.947 3.265 97 75 2658 5.3001 2.020 14 038 -1.036 4 459 0.946 1200520097 0.1017 I 1 677 5.71 30.417 5.069 4 258 0.635 0.615130.417 5.069 117 37 7314 6. 0001 30.417 5.069 174 39 7814 5 In 1 5 783 18.876 -1 014 4 420 0.947 12005250.54 0.0566 1.009 143 19.681 3280 4416 0.683 0823119.661 2.579 5294 1321 6.521 19.681 2238 57.01 1321 59951 1078 19.354 -1395 4.704 0.912 12005250.66 0.0713 1.263 430 24.484 4 081 4 402 0.836 0.813 + I 24 484 1963 78.31 2658 6065 24.484 1147 9422 2659 6.6431 2.141 23.796 .1.384 4 686 0.913 1200S250-97 0.1017 1.779 5.05 34 016 5 669 4 373 1 121 0.794 34 016 5.658 127 90 7814 6 004 34 016 5.446 18115 7814 6.088 6.134 32260 -1361 4.648 0.914 ' Web - height to lhlcltness ratio exceeds 200. Web stiffeners are required at all suppon points and concentrated loads See Section Properties Table Notes on page 6. 8 \\ \\ er a 4 SSII IA Section Properties Structural (T) Track Section Properties -" T1idt41ea 6¢. 44x:.• fit .-. Il^f'S' RI'-. .Ixs+k� Sue••:04x•_Viw�•Y� :Im= Saz tAar VT' Ycg •y. fYr- Jfo,r_ Rrmn.:-_: - salc>r�:= rV*.1. rte► ' (frIl' rir► Cn1 rm► rnrr 18 (81 r in'r - a++1► (b) - rn5•• ' rert. rir- rn.lt+ tmr Iri r n9 r rr► rl rn► =- - a= 1627125 -18 0.0188 0.078 026 0.042 0.048 0.740 0.013 1411 0.031 0.026 0.51 309 1093 0.009 0.007 -0.893 1230 0473 1627125.27 0.0283 0.117 0.40 0.063 0.072 0.735 0.020 0.410 0.050 0.044 0.87 577 1.048 1 0.031 0010 -0.886 1.221 0.474 162T125.30 0.0312 0.129 0.44 0.070 0.079 0.735 0.022 1409 0.057 0.050 100 637 1038 0.042 0.012 0.884 1220 0.475 1627125.33 0 0346 0 143 0.49 0 077 0.087 0.736 0.024 0.408 1 0.066 0.058 1 15 707 1 026 . 0 057 0.013 -0.882 1 219 0.476 2507125 -18' 0.0188 0.094 0.32 0.105 0.080 1057 0515 0399 0.079 0.046 090 237 1593 0.011 0.018 -0.781 1.373 0.677 2507125 -2T 0.0283 0.141 0.48 0.157 0.119 1.053 0.022 0.398 0.129 0.079 156 700 1519 0.038 0.027 -0.774 1366 0.679 2507125.30 0.0312 0.156 153 0.173 0.131 1.053 0.025 0597 0.145 0.090 177 951 1.507 0.051 0.030 -0.773 1.365 0.679 2507125.33 0.0346 0.173 0.59 0.192 0.145 1 054 0.027 0397 0.166 0.103 2.03 1046 1.492 0.069 0.033 -0.771 t 365 0.680 2507125-43 0.0451 0225 077 0250 0.188 1055 0.035 0395 0231 0.147 291 1446 1 454 0.153 0.042 -0.766 1362 0.683 250T125 -54- 0.0566 0282 0.96 0318 0236 1.062 0.043 0392 0310 0203 401 1804 1.426 0297 0.188 5.64 2734 1463 0301 0.054 -0.763 1.365 0.688 250712568 0.0713 0355 1.21 0.408 0297 1072 0.054 0389 0.408 0281 556 2352 1.404 0.402 0262 7.95 3412 1440 0.602 0.068 .1.758 1369 0.694 2507150.27 0 0283 0.156 0.53 0.181 0.137 1078 0 037 0.486 1 0.139 0.082 161 700 1 576 ' 0 042 0.044- -0989 1.542 0.588 2507150.30 0.0312 0.172 0.58 0.199 0.151 1078 0.040 0.486 10.157 0.093 1.83 351 1563 10.056 0.048 -0988 1 541 0.589 2507150 -33 0.0346 0.190 0.65 0221 0.167 1.079 0.045 8485 ' 0.179 0.107 2.11 1046 7.548 0.076 0.054 -0986 1540 0.590 250715043 0.0451 0.248 0.84 0289 0217 1.080 0.058 0.483 0252 0.154 3.03 1446 1.508 0.168 0.070 -0981 1.537 0.593 2507150.54 0.0566 0311 1.06 0368 0273 1088 0.072 0.481 0342 0.213 4 22 1804. 1.477 0325 0.197 5.89 2734 1 517 1 0332 0.088 -0.977 1.539 0.597 2507150.68 0.0713 0391 1 33 0.472 0.344 7.099 0.089 0.478 0.465 0.299 592 2252 1 449 0.445 0.276 827 3412 1490 10963 0.113 -0972 1.543 0.603 2507200-33. 0.0346 0225 0.76 0280 0212 1.117 0.097 0958 0203 0.112 222 1046 1.647 0.090 0.118 •1.432 1.932 0.450 2501200.4.3 0.0451 0293 1.00 0366 0275 1.118 8126 0.657 0288 0.163 321 1446 1.605 0.198 0.153 .1427 1928 0.452 2507200.54 0.0566 0.367 125 0.466 0346 1.127 0.157 0.654 0396 0. 28 451 1804 1.572 0371 0209 625 2734 1615 0392 0.195 -1.422 1929 0.456 2501200-68 0.0713 0.462 157 0.600 0 437 1.139 0.196 0.652 . 0548 0.324 5.41 2252 1.538 0517 0296 8.86 3412 1 536 0.783_0.251 -1.417 1.932 0.462 ::G._:�::_,;= : N�.l:� a1� - -� _?P.I�+.� ^••::.:_'•+�:✓ r Ja .Y. %r_4-_::- ':a.r._ :. -e-. _ - '3CY�Y�Gc 3507125.18 0 0188 0.1 1 3 0.38 3221 0.7 22 1 400 0 .016 0382 ; 0.176 0.063 1 25 1 67 2278 j 0 013 0.039 -0.685 1 605 0.8 1 8 3507125.27 0.0283 0.170 058 0.331 0.782 1396 0.025 0381 10277 0.128 2.53 566 20441 ;0045 0057 -0.680 1599 0.819 3501125 -30 0.0312 0.187 0.64 0.365 0.200 1396 0027 3380 10312 3.145 2.96 , 58 2.030 :0.061 0.063 -0679 1598 0.820 3507125.33 0.0346 0207 0 71 0.405 0222 1397 0.030 0379 j 0354 0.165 327 1033 2.014 10.083 0.070 4.677 1 598 0.820 3507125.43 0.0451 0.270 0.92 0.528 0288 1 397 0.038 037 1 0.490 0.233 4 61 1777 7 971 ; 0.183 0.090 -0.673 1 596 0.822 3507125.54 0.0566 0.339 1.15 0.668 0361 1 404 0.048 1375 1 0.651 0.317 626 2551 1.937 0.626 0.297 3.89 3446 1 973 10.352 0.173 4669 1 599 0.825 3507125. 8 0.0713 1 0.427 145 0.851 0.454 1 412 0059 0372 1 0 851 0.433 3 55 3193 1 908 1 0.839 0.407 1218 4 838 1 949 j 0.723 0.143 4.665 1 605 0.828 3507150 -2T 0.0283 0.184 0.63 0377 0207 1.431 0041 0.470 10298 0.132 2.62 566 2111 0.049 0.093 -0.879 1.745 0.746 3507150-30 0.0312 0203 0.69 0.416 0229 1.432 0.045 1469 , 0336 0.150 296 758 2097 0.066 0.103 -0178 1 7.14 0.747 3507150 -33 0.0346 0225 0.76 0.461 0253 1432 0049 0.469 0382 0.171 339 7033 2080 0.090 0.114 -0976 1.743 0.747 350715043 0.0451 0293 1.00 0.601 0328 1.433 0064 0.467 0531 0243 480 1777 2.034 0.198 0.148 -0872 1.741 0.749 3507150.54- 0.0566 0367 125 0.761 0.412 1.440 0079 0.465 0.712 0.332 6.57 2551 1.996 0.679 0310 923 3446 2.042 0392 0.186 4268 1.744 0.752 3507150-68 0.0713 0.462 157 0972 0518 1.450 0099 0.462 0957 0.459 907 3193 1960 0919 0.428 1281 4 838 2007 0.783 0236 4860 1.749 0.756 3507200.33 0.0346 0.259 0.88 0574 0.315 1.487 1108 0647 0.428 0.181 357 1033 2.199 1 0.103 0248 •1297 2.077 0.610 350720043 0.0451 0.338 I.15 0.749 0.409 1 489 0.140 0645 1 0.600 0257 5.09 1777 2.150 I ' 0229 0322 -1292 2074 0 612 3501200.54 0.0566 1 0.424 144 0.949 0.513 1 496 0175 0.642 0.814 0.355 7 01 2551 2.109 0.770 0.329 9 85 3446 2.159 ; 0.453 0.408 1 288 2.076 0.615 3507200.68 0.0713 1 0534 1 82 i 213 0.647 1 508 _0218 0.639 1 1 112 0.496 9.80 3193 2066 1 7 054 0.458 13.71 4 838 2121 1 0904 0520 -1283 2.080 0.620 -• ' �._<+- w - z -- .: = 4z'='^..e -• h�T r••:r; v._r:= 7�� _�R�c•�. 3627125.18 0 .0188 0.115 039 0240 0.127 1.442 0017 0380 0.192 0.066 130 161 2366 0.014 0.042 4815 1.637 0830 3627125 -27 0.0283 0.173 059 0358 0.191 1.438 0.025 0378 0301 0.135 266 546 2109 0.046 0.062 -0.570 1.671 0.831 3627125.30 0.0312 0.191 0.65 0395 0210 1.438 1027 0378 03399 0.152 3.01 731 2095 0 .062 0068 -0.568 1.630 0.832 3627125 -3 i 00346 0212 0.72 0.438 0232 1.438 0100 0371 0384 0.174 3.44 996 2.079 0.085 0.075 -0967 1.630 0.832 -4 3627125-43 0.0451 0276 0.94 0571 0302 1.439 0039 0775 0531 0245 484 1777 2.035 0.187 0.097 -0861 t 628 0.834 3627125-54. 00566 0346 1.18 0.723 0378 1445 0048 0373 0.705 0332 657 2545 2000 0.678 0312 934 3446 2.042 0369 0.122 -0559 1.632 0.837 3627125.68 0.0713 0.436 1.48 0921 0.475 1.454 0060 0370 0921 0.453 895 3311 1971 0907 (1427 12.73 5017 2012 0.738 0.155 -0955 1.637 0.840 3621150.27 0.0283 0.187 0.64 0.408 0217 1.475 0041 0.468 0323 0.140 276 546 2177 0.050 0.101 4.868 1.774 0.761 3627150-30 0.0312 0.207 0.70 0.449 0239 1475 0.045 0.467 0364 0.158 3.12 731 2162 0.067 0.111 4966 7 773 0.761 3827150.33 0.0346 0.229 0.78 0.499 0264 1.475 0050 0.467 0.414 0.180 356 996 2146 0.091 0.123 -0865 1 772 0.762 3627150-43 0.0451 0298 102 0.650 0343 7 476 0064 0.465 0574 0255 5.04 (77 2099 0202 0.160 4260 1.71 0.764 3627150.54 0.0566 0174 127 0.823 0.431 1.483 0080 0.462 10.769 0349 6.89 2645 2.060 0.735 0325 9.74 3446 2107 0.400 0201 -0856 1.774 0.767 3627150-68 0.0713 0.471 1.60 1050 0542 1 492 0899 0.459 1 1034 0.480 9.49 3311 2.024 0993 0.449 13.43 5017 2.072 0.799 0256 -0.852 I , 0 i 71 3627200 -33 0.0346 0.264 090 0.619 0328 1532 0.110 8645 ' 0.464 0.190 3.76 996 2267 0.105 0.269 -1282 2100 0.627 362720043 0.0451 0343 I.17 0.808 0.427 1534 1142 0.643 0.649 0270 534 1717 2218 0233 0.349 -1277 2.097 0.629 1627200.54 0.0566 0.431 147 1024 0336 1541 0.177 0640 0.879 0372 735 2645 2.175 0932 0345 10.34 3446 2.26 0.460 0.441 -1273 2099 0.632 . 3627200.68 0.0713 0.541 185 1307 0.675 1552 0221 1638 11919 0.519 10.26 3311 2132 1138 0.480 1437 5011 2187 0.919 0.562 -1268 2.104 0636 ' Web heignt to thickness rata exceeds 200. Web sufferers are required at a8 suppon points and concentrated loads See Section Properties Table Notes on page 6. SSMA 9 Section Properties Structural (T) Track Section Properties : _ • ,;13 4 1 - •�,.. _.. _., �'+•.: fa D4 , - : �•'-- : . .4_... - @lietiyt. • e!'. , ! 7%« : . "7 : I - • �1'_ Tltiidatessc; Area:- Weight;-b�::.1224- -.F1= Mf"-. Ric:. Etc So !p.34a:• -� Va• - tog- • •^ lu.• ^ Sw • Ma- Va: Ycg- J " • (la 31.4c- Rec. ' . • • Sean _ -•-- 081 -- • fiiaF- (11pyr I n 1 4 - • fin'1`P' f m k e 4 . ' Peer: f i t ' TT rY •• G01' =' fmliG• Mat (n1 rrr1 lift on-kl lb) MO- frrl fm fnr • 6 4 007125.18' 0.0188 0.122 0.42 0.300 0.145 1.566 0.017 0 373 I 0 243 0.072 143 146 L634 ' 0.014 0.052 -0.647 1 735 0.861 4 007125.27 0.0283 0.184 0.63 0.449 0217 1 562 0.025 0.372 i 0.380 0.156 3.08 494 2.306 0.049 0.077 -0.641 1.729 0.862 4 007125.30 0.0312 0.203 0.69 0.495 0.239 1.562 0.028 0.371 10.427 0.176 3.49 561 2.289 0.066 0.065 -0.640 1 729 0.863 4 007125.33 0.0346 0.225 0.76 0.549 0265 1 563 0.031 0.371 1 0.484 0.201 3.97 901 2.272 i 0 090 0 094 0.639 17 28 0.863 .-4 4 00T12543 0.0451 0.293 1.00 0.716 0.344 1.563 0 040 0 359 1 0.666 0.282 5 57 1777 2227 ; 0.198 0.122 -0.635 1 727 0.865 4 007125.54 0.0566 0.367 125 0.904 0.431 1 569 0.049 0.366 j 0.882 0.381 7 53 2799 2.191 ; 0.849 0.359 10 74 3446 2234 j 0.392 0.153 -0.631 1.730 0.867 4 001'125-68 0.0713 0.462 1 57 1.150 0.541 1 577 0.061 0.363 7.750 0.517 10.22 3664 2.159 1 134 0 488 14 62 5468 2.202 1 0.783 0.193 -0827 1 736 0.870 4 007150.27 0.0283 0.198 0.67 0.509 0246 1602 0.042 1461 0.409 0.154. 104 494. 2.420 ' 0.053 0.127 0.834 1.864 0.803 4 007150-30 0.0312 0218. 0.74 0.561 0271 1.603 0.046 0.461 0.458 0.183 161 661 2.259 0.071 0.139 0.833 1.864 0.800 4 00715033 0.0346 0.242 082 0.622 0.300 1.603 0.051 0.460 0.519 0208 4.12 901 2242 0.097 0.154 -0.831 1 863 0.801 400T15043 0.0451 0.315 I 07 0.811 0.390 1.604 0.066 1458 0.719 0293 5.80 1777 2.234 1 0214 0.200 -0.827 1 862 0.803 4 007150.54 0.0566 0.396 135 I.025 0.489 1.610 0.082 0.456 0.960 0.399 7.99 2799 2.253 0.918 0374 1119 3446 2.307 1 0.422 0.251 4 3.823 1.865 0.805 4 007150.68 0.0713 0.498 1.69 1.306 0.615 1.619 0.102 0.453 1.296 0.548 10.82 3664 2.214 1.237 0.513 15.35 5468 2.254 1 0 .844 0.318 4 .818 1870 0.808 4 007200 -33 0.0346 0.277 0.94 0.768 0.371 1.666 0.113 0.639 0.581 7.220 434 901 2489 ■ 0.110 0.335 -1 240 2.173 0.674 4 007200.4.3 0.0451 0.360 123 1002 0.482 1.668 0.146 0.63710.811 0.311 0.14 1777 2.418 0.244 0.435 -1235 2.171 0.676 4 007200 -54 0.0566 0.452 1.54 1 268 0.604 1.675 0.182 0.635 j 1 093 0.426 8.42 2799 2.374 1.037 0.397 11 88 3446 2426 ' 0.483 0.549 -1 231 2.173 0.679 4 007200-68 0.0713 0.569 1.94 1.617 0.761 1685 0.227 0.632 1 1.485 0.591 1168 3664 2.321 .1 412 0.549 16.42 5468 2.385 j 0965 0.699 -1226 2.178 0.683 5507125.27 0.0283 0226 0.77 0948 0.336 2046 0 .027 8.48 0236 0207 409 357 1337 ...... ' - j 0.060 0160 -0550 2.15 0.935 5507125.30 0.0312 0250 085 1.045 0.370 2.046 0.030 0.347 0.931 0252 4 97 478 3223 0.081 0.176 4.549 2.147 0.935 5507125-33 0.0346 0277 0.94 1 159 0.410 2.046 0.033 0.346 1.042 0312 6.16 552 1094 0.110 0.194- -0.547 2.146 0.935 550712543 0.0451 0.360 123 1.510 0.533 2047 0.043 0.344 1417 0.451 891 '443 L.91 0.244 0.251 -0544 2146 0.936 5507125 -54 0.0566 0.452 154 1903 0.668 2.052 0.053 0942 1.861 0.602 1189 2799 2949 1.800 0.572 17.13 2859 2.997 1483 0314 -0540 2149 0.937 5507125-68 0.0713 0.569 194 2.412 0.839 2.058 0.066 1339 2.412 0.807 15.95 4442 2913 2379 0.769 23.02 5468 1960 0965 0395 -0536 2.154 0.938 5507150.27 0.0283 0.241 0.82 7.059 0.376 2.098 0046 0436 10.893 0.207 4 10 357 1460 , 0.064 0262 -0.724 2.252 0 .898 5507150.30 0.0312 0.255 0.90 1 168 0.414 2.098 0 050 0.435 j 0.995 0251 4 96 478 3.349 i 0 086 0.288 0.723 2262 0.898 5507150.33 0.0346 0.294 100 1295 0.459 2.099 0.055 0.434 1 1.115 0310 312 052 1224 ! 0.117 0.319 -0.721 2.261 0.898 5501'15043 0.0451 0.383 1 30 1.688 0.596 2.099 0.072 0.432 ' 1 516 0.468 925 1443 3.066 0250 0.412 4.717 2260 0.899 5507150.54 0.0566 0.480 1 63 2.128 0.747 2.105 0.089 1430 ! 2005 0.628 12.41 2799 1020 1 928 0.595 17 81 2959 3.072 0.513 0.517 0.714 2264 0.901 5507750-68 0.0713 0 605 2.06 2.599 0.939 2.112 0.110 0.427 ' 2.660 0.850 1660 4442 2974 2.569 0.804 24.07 5468 3.029 1 025 0.652 -0.710 2.269 0.902 5507200-33 0.0346 0.329 1.12 1.567 0.555 2.184 0.123 0.613 1246 0307 606 652 1453 0.131 0.692 -1.097 2.52 0 .810 5507200.43 0.0451 0.428 1.46 2.043 0.722 2.185 0.160 0.611 1.590 0.495 9.79. 1443 1209 0.290 0.898 .1.093 2.52 0.812 5507200.54 0.0566 0.537 1.63 2.578 0.905 2.191 0.199 0.609 2253 0.669 1321 2799 1158 2153 0.63 18.86 2859 3215 1 0573 1.129 •1089 252 9.314 5507200.68 0.0713 0.676 2.30 3274 1.139 2.200 0248 0.506 3.027 0.914 1606 4442 3.103 2.894 0.357 25.67 5468 3.166 j 1.146 1.428 •1084 253 0.816 �crs: •ter.:' ':u --w:,. as�::.r:sa - �LVn.c�_.., . h ,� z��arsr•t-a�emeec�ors 6007125.27' 0.0281 0.241 0.82 1168 0.381 2.204 0.028 0940 11041 0.225 444 327 1693 I _ M 0.064 0.195 -0525 2.291 0.948 6007125-30 0.0312 0.265 0.90 1.288 0.419 2.204 0.031 0.340 1 1.159 0272 5.37 438 1573 1 0.086 0.214 4.524 2.291 0.948 6007125.33 0.0346 0.294 1.00 1.428 0.465 2.204 0.034 0339 1 1297 0.335 6 ,05 .62 597 1438 0117 0237 23 2291 0.948 600712543 0.0451 0.383 130 1.861 0.604 2205 0.044 0337 I 1.750 0.515 10.17 1321 3244 1 0250 0.306 -0519 2290 0.949 6007125 -54 0.0566 0.480 I 63 1344 0.756 2.209 0.054 0.335 12294 0.685 13.53 2617 3202 2.221 0.653 19.55 2617 1250 0.513 0383 4.516 2.293 0.949 6007125.68 0.0713 0.605 2.06 2.969 0.950 2.215 0.067 0332 2.969 0.916 18.09 4442 1164 2.930 0.874 26.17 5251 3211 1.025 0.481 -0512 2298 0.950 6007125 -97 0.1017 0.862 2.93 4 281 1.347 2.228 0.092 0326 4 281 1.347 30.43 7850 1178 4 281 1.347 4023 11124 1178 2.973 0.681 -0504 2308 0.952 600T150 -27' 0.0283 0255 0.87 1300 0.424 2.260 0.047 0.427 1.709 0225 446 327 1.819 1 0.068 0.119 -0594 2.402 0.917 6007150-00 0.0312 0281 095 1.433 0.467 2260 0.051 1427 1235 0272 598 438 1701 1 0.091 0351 4693 2.402 0.917 600715033 0.0346 0.311 1.06 1.590 0.517 2.260 0.057 1426 1.85 0335 6.61 597 1569 1 0.124 0389 -0.591 2.401 0.917 600715043 0.0451 0.405 198 2072 0.673 2.251 0.073 1424 1.868 0.534 10.55 1321 3.321 0275 0.503 -0.687 2400 0.918 600715054 0.0566 0.509 1.73 2611 0.643 2.266 0.091 1422 2.464 0.714 1411 2517 3274 2.374 0.678 20.30 2517 1327 j 0.543 0.630 -0.684 2.404 0.919 6007150-€8 0.0713 0.641 2.18 3309 1.059 2.273 0.113 0.419 3262 0.963 19.03 4442 1227 1154 0.913 27 34 5251 3.282 1 1 066 0.794 4.680 2.409 0.920 6007150.97 0.1017 0.913 111 4.778 1.504 2.288 0.156 1413 4.778 1.504 29.71 7850 1178 4 778 1.444 43.24 11124 3222 1 1148 1.131 -0.672 2.420 0.923 6007200 -33 0.0346 0.346 1 18 1.913 0.622 2352 0.125 1604 i 1.542 0333 6.59 597 1803 : 0.138 0.845 •1 057 2.648 0.841 600720043 00451 0.451 1.53 2.494 0809 2.353 0.163 1612 12.076 0.565 1116 1321 1469 i 0305 1.095 -1053 2.647 0.842 6001200 -54 0.0566 0.565 1 92 1745 1 015 2.359 0203 0500 12.759 0.759 15.00 2617 1416 2.641 0.717 21 48 2517 1475 , 0.604 1 376 -1 049 2.650 0.843 6007200.68 0 0713 0 712 2.42 3.990 1 277 2_367 0.254 0.597 j 1696 1 034 20.42 4442 1360 3 540 0.973 29.72 5251 3 424 • 1 206 t 739 .1045 2.656 1845 5007200.97 0.1017 1 015 145 5.773 1 916 2 385 0 354 0.597 ' 5.773 1.667 32.95 7950 1275 5 558 1 558 '6.94 11124 3345 ' 3.499 2 496 -1036 2.567 0.849 • • Web - height to thickness ratio exceeds 200. Wet) staleness are required at all support points and concentrated loads See Section Properties Table Notes on page 6. N. \' ‘ \ ,, 1 0 SSMA Section Properties • Structural (T) Track Section Properties '1>rd ;!nose we .co0:� :::. - : c -'' :.: �..� - . • • S3cotar '" fm1- ' (WY Ib011: 7 431'` hoe Sm. t4a Va:.:. var. ': 1>� S Me:' Vr • ;Yom`: fir;:. rm'1'•• - M'1� ' "arc': rrc4 -. r' )• - re ruff fnit' (b)' ' rrn. rd1 - rvt'I 50441 Rah G11.•' frrM1'! ^(F pnl!' 0001125.33' 0.0346 0.363 1 24 2.895 0,711 2.824 0.036 0.313 1 2.706 0.433 856 446 4 860 8001125 -43 0.0451 0.473 7 61 1773 0.924 2.824 0.046 0.311 13 600 0.739 14 61 988 4.408 0125 0.456 -0.440 2.875 0.976 0 8007125-54 0.0566 0594 2.02 4 745 1 158 2.827 0.057 0.309 14 653 1 065 21.04 1956 4 208 4 548 0961 28 78 1956 4 367 0. 0.1 -0.438 2.878 0.977 3001125-68 0.0713 0.748 2.54 5.998 1 454 2.833 0.070 0.306 1 5.998 1 409 2785 3920 4 166 5.925 1355 4058 3920 4 217 1 267 0.919 -0.434 2.882 0.977 3001125.97 0.1017 1 066 3 63 3.613 2.062 2.843 0.096 0 .30 1 8.613 2.062 4657 9037 a 178 8.613 2.062 51 72 11124 4 178 3.674 1293 -0.427 2.991 0.978 800715033' 0.0346 0.380 129 1180 0.781 2.891 0.060 0.397 2.866 0.437 8.63 446 4 995 800115043 0.0451 0.496 189 4.144 1015 2.891 0.077 0395 3825 0241 1484 988 4.550 0136 0.750 -0590 2.978 0.960 0.336 0.970 -0590 2.977 0.961 8007150.54 0.0566 0.622 212 5214 1272 2.896 0 .096 0393 4 952 1 106 21.85 1956 4287 4.835 0. 963 28.83 1956 4 509 0.664 13 -0567 2980 0.961 3001150-68 0.0713 0.783 2.67 6.554 1.599 2902 0.119 0.390 6.506 1.474 29.13 3920 4234 6.317 1.410 42.20 3920 4294. 1.327 1.522 -0583 2.985 0.962 8001150 -97 0.1 OI T 1.115 380 9.479 2Y69 2914 0.165 0.384 9.479 2259 4483 9037 4 18 9.479 2192 65.62 11124 4 225 3.849 2.155 -0576 2995 0963 800T200 -33' 0.0346 0.415 1 41 3.749 0.921 3.005 0.135 0.571 3.155 0.440 8.70 446 5.245 8007200 -13 0.0451 0.541 184 4 887 1 197 3.006 0.175 0.569 4 230 0.741 14 63 988 4 814 0.166 1 11 9 9.92.9 -0 921 3.196 0.916 3.195 0.917 9007200-54 0.0566 0.679 2.31 6.152 1 501 3.011 0.218 0.567 5.475 1.170 23.13 1956 4 444 5953 0.962 28.79 1956 4 776 0.725 2.657 -0917 3'198 0.918 8001200-68 0.0713 0.854 291 7 .756 1888 3.019 0272 0.564 7.265 1573 31.09 3920 4381 6.997 1.494 4474 3920 4450 1.448 3.346 -0.913 3204 0.919 900720097 0.1 1.218 4 15 11 212 2.683 3.034 0.379 0.558 11 176 2.491 4 122 9037 4 285 10.827 1.362 70.73 11124 4 360 1 200 4 770 -0905 3215 0.921 1000712541' 0.0451 0563 I ,gyp 92 6630 1305 3431 0.047 0290 6.433 0.691 17.62 739 5.813 ^ � • 0.38Z -0.383 3.464 0288 10007125.54- 0.0566 0.707 2.41 0933 1.634 3.434 0.059 0.288 8213 1.443 2851 1561 5.322 8.116 7.155 34.58 1561 5.785 0.755 0.973 2 -0380 3.46T 0.988 10001125.63 0.0713 0.890 3.03 10522 2.053 3.438 0.073 0.286 10.522 1.998 30.48 3128 5.168 10.416 1.697 56.80 3128 5259 1.508 1.514 -0.377 3.470 0.988 10007125.97 0.1017 1269 432 :75.077 2912 3.447 0.100 0.280 15.077 2912 65.77 9037 1178 15.077 2912 87.18 9119 5.178 4.375 2121 -0.371 3.478 0.989 10001150.43' 0.0451 0 586 1 99 7 207 1 419 3.507 0 .080 9.370 I 6.793 1901 17.80 789 5.974 0.397 1.610 -0.518 3565 0.979 10007150-54 0.0566 0.735 2.50 9 06i 1 777 1511 0.100 0.368 8.703 1 451 fa.68 1561 5.467 8.575 1.168 34.96 1561 5.926 0.785 2.011 -0.515 3567 0.979 1000115068 00713 0.926 115 11445 2213 3516 0.124 0.366 11.303 2.081 4112 3128 5.240 11.048 1908 57.13 3128 5.404 1569 2519 -0.511 3.572 0.980 10001150.97 0.1017 1.320 449 15.413 3.170 3526 0.171 0.360 16.413 1170 5254 9037 5.178 16.413 3.075 92.08 3119 5228 4550 3551 -0.504 3580 0.980 10001200-43' 0.0451 0.631 2.15 8961 1446 3.640 0.163 0539 7.442 0.911 18431 789 6244 0A28 125 -0.819 3.770 0.953 1000720054 0.0566 0.792 269 10516 2062 3.645 0228 0.537 9579 7 456 28.77 1561 5.749 9.402 1.181 35.36 7561 6.197 0.845' 4426• -0.816 1773 0 953 10007200.68 0.0713 0.997 3.39 13292 2594 3.551 0.284 0.534 12.477 2279 43,65 3128 5.395 12.176 1.912 5725 3123 5.688 1.690 5564- -0.812 3.778 0.954 12 100007200 1 97 0.1017 1 422 484 194387 1688 3.664- 0397 0.528 9.02 28 11 3.450 68.18 9037 5.292 18.480 3.294 98.61 9119 5270 4 901 7 899 -0.804 3.788 0.955 -6"" 115 iYi• . - 4 12007125.54' 0.0566 .. s:xt- _..., 0820 279 1 3935 2.1 0271 13267 1 662 3285 7299 6.748 13.117 1 362 40.79 1299 7 246 0.876 1.820 -0.337 4 056 0.993 1200112598 0.0713 1033 351 '6.826 2.747 4036 0.074 0.268 16.826 2.652 5299 2602 5.169 16.801 2.176 65.15 2602 5678 1.750 2171 -0.334 4.059 0.993 12007125.97 0.1017 1.472 5.01 24 078 3.897 4 044 0.102 0263 24 08 3.897 38.03 7579 5.178 24.078 1897 116.69 7579 5.18 5.076 3.173 -0.328 4 066 0.994 12007150-54' 0.0566 0.848 289 14.378 2257 4117 0.103 0.348 13.993 1.685 33.30 1299 5.888 13.798 1.382 41.37 1289 7.386 0906 3.032 -0.459 4.157 0.988 1200115068 0.0713 1068 164 18.148 2,963 4.121 0.127 0.345 17939 2]83 5499 2602 5.244 17.740 2207 66.09 2602 5.816 1.810 1793 -0.456 4.161 0988 12001150 0.1017 1523 5.18 25.987 4206 4130 0. 176 0. 340 25987 4206 9112 7579 6.178 25.987 4095 12259 7579 6.229 5.252 5.332 4449 4,169 0.988 12007200.54' 0.0566 0.905 3 08 16 464 2.599 4265 0.236 0.510 15279 1.710 3179 1299 7.169 15.011 1.406 42.08 1299 7 . -0. 0.4 1200120068 0.0713 1 140 188 20.791 3.395 3 271 0.294 0.508 19.699 2.797 5527 2602 6535 19.395 2.240 67.05 2502 7 098 562 0 t 9 966 31 8. 5.706 419 -0.732 136 4 4158 363 0.972 71 1200720097 0.1017 1 625 5 53 29.805 4 824 4 263 7.410 0.502.29.700 4 548 99.84 7579 5.296 28.926 4 361 130.58 7579 5 378 .5.602 11.921 -0.725 1373 0.973 • Web - height to thickness ratio euceetls 200 Web stiffeners are required at all support points and concentrated loads See Section Properties Tabio Notes on page 6. \ O SSMA 1 1 _'J1C•7W^a 10:et a. T42..;.:=i nr. "•=0.17 '7SL�S Sd1.v..:r_:..••,• 1:..... ' •.— .-:... !.:+,.vr.. .a:S'n T.6ca® mm, reIrnz:..e. rr w41..mu.Ow.aays:au• e.....naavr ...v.. Limiting Wall Height Tables Composite Interior Non - Structural Composite Table Notes 1 Composite wall sheathed both sides full height with I /2" gypsum wallboard for 18 and 33 mil. 2 Composite wall sheathed both sides full height with %" gypsum wallboard for 43, 54 and 68 mil. 3 Sheathing attached with #S screws min. at 12" o.c. max. 4 362S125 member is based on 350S125 test data. For both 362S125 and 350S125 members use values listed for 362S125. Interior Non - Structural Compos (s).sn,a. soaong,.. - - .... -..... =. = ::.,- _:_:: TS ;,;;,.vi:;.',.>' '6sar':..... _ 7,1 Member • ' finl o.c. I U120 ' 1f240- ' U360 U120 U240' U3601 U120 - ' t=40 U360 162S125 -18 12 11'2' B't0' • -' 9'9- 8' '-' t0- 162S125-18 16 10'7 B 'a• $ 10'I 8• 162S125 -18 24 9'9'1 Ttt' $ 0•f 1625125 -33 12 13' 0' 10' 4' 9'17 11' 4' 9' 0' 10' 4• 1625125 -33 16 17 1' 9'13 B' 5 10' T' 8' 5" - 9' 8' 1625125-33 24 11' 0" 3' 9" 7' 8' 9' T T $' 8• g•' 250S125 -18 12 I 15't 11'11' 10' 5" 124"I 10'5' 9'1" 10'9'f 9'6' 250S125 -18 16 13' 3" f 11' .i 9' 10" 10' 10' 1 9' 10' 3' r 9' 5' f 8' 11' 2505125 -18 24 11'10"1 10'7 9'T ! 9' 8'f 9'3" 8' 1' 8'5 "f 8' 5" - 2505125-33 12 17' 9" 13' 11" 12'1' 15' 6" 17 1' 10' 6" 13' 11' 10' 11 9' 5' 2505125-33 16 16' 5" 1710" 11' 2 14' 4' 11' r 9' '• 17 10" 10' Cr 8' 8" 2505125 -33 24 14' 10' 11' T 10' 0' 13'0" 10' 0" 8' T' 11' T' 8' 11' T B" 2505125-43 12 20' 0" IS 9" 13' 9' IT 1' 13' 3" 11' 5' 15' 3" 11' 9' 10' 1' 2505125-43 16 18' 8' 14' 9' 17 10" 15' 11' 12 3' 10' 7 14' 2 10' 10" 9' 3' 2505125-43 24 IT 2" 13' 6" 11' 9' 14' 2" f 11'1' 9' 6" 12' 4' 1 9' 7 3' 2" 3625125 -18 12 1T6'f 15' 4" 13'3' 14'3'f 13'3" 11' 12'5'1 12' 0" 10'5' 3625125/18 16 15' 4•f 14'4 124' 175'1 175' 10'10" 10' 9 "1 10'9"1 9'9' 362S125 -18 24 13'9'1 13'5' 11•7' 11'0 11'0'f 10'1" 9'S"f 9'5'f 71" 362S125 -33 12 275' 17' t0' 1S6" 19'8' IS 6' 13' IT 10' 14'l' 124' 362S125-33 16 20' B' 16' 5" 14' 3' I 18' 1" 14' 3- 12' 6' 16' 5" 12' 11" 11 362S125 -33 24 18'6" 14' 9' 12' 9" 16' 2' 12' 9" 11'2' 14'9' I1'7" 10' 1" 3625125.43 12 25' 3' 19'7 16'10' 21'8' 16'10' 14'6" 19'5' 152" 13'1' 362S125 -43 16- 23' 5" 18' 0' 15' 6' 20' 0' 15' 5 13' 3' 17'11' 13'10' 11 3625125-43 24 21' 3' 16' 3" 13' 10' IT 10'1 13' 9" 11' 8' 15' 5 12' 3' 10' 6' 362S125 -54 (50 ksi) 12 26' 9" 21' 2' 18' 5' 23' 4" 17' 9" 15' 3' 21' 1 15' 10" 13' 10" 3625125-54 (50 ksi) 16 24' 9' 19' T I T 1" 21' 7 16' 3' 13' 10" 19' 6" 14' 5" 12' T 3625125 -54 (50 ksi) 24 22' 4' 17' B" 15' 5' 19' 6" 14' 4• 12' 1' 17' T 12' 7 11' 0' 3626125 -68 (50 kv) 12 27' 6" 21' 10' 19' 1' 24' 0' 19' 0" 16' 7 21' 10 17' T 15' 0" 362S125- 68(501w) 16 25' 2 20'0" 17,5" 220 17' e 15' 1 19'11 15' 9' 13'9' 362S125-68 (S0 ks11 24 22 4' IT 8" 15' 6' 19' 6' 15' 4' 13' 4 IT S" 13' 11" 17 1' 4005125-18 12 19' 6" 1 16' 5' 14' a' 15 9" t 14' 4' 12' 6' 13' 8' f 13' 0" 11' 4' 4005125 -18 16 iT 2 "f 15' 4" 13'4" 13'10"I 13'4 11'8' 11'11 "f 11'11'1 t0'6" 400S 125 -18 24 15'1"1 14'2" 174" 12'1"1 171"1 10'9" 10' 5'f 10'5 "1 9'9' 4005125 -33 12 25' 1' 19'11 1T 4' 21' 11" IT 4' 15' 0 19' 11" 15' B' 13' T 4005125 -33 16 23' 1" 18' 4" 15' 11" 20' 2' 15' 11' 13' 9' 18' 4 " 14' 5' 17 6' 4005125 -33 24 20' 9' 16' 5' 14' 3" I t 8 1' 14* 3 12 4' 16' S' 17 10' 11' 2' 4005125-43 12 27' 4 21' 2" 18' 3" 23' 6' 18 15' 11" 21' 2' 16 3" 14' 5" 4005125 -43 16 25'2" 195' 16'8' I 21'7' 169' 14 19'4' 15' 2• 13'7 400S125-43 24 27 7 17' 7 14' 8" 19' 3' 14' 10' 17 8' 1 16' 11' 1 13' 4' 11' 5' 400S125- 54(50ks1) 12 29'1" 2211' 20' 0' I 25' 7 19'10" 1T3" 229" IT II' 15' 7' 4005125 -54 (50 1r.51) 16 26 9' 21' 1' 18' 4" 23' 2" 18' 2" 15' 9' 20' 11' 16 4' 14' 7 4005125-54 (50 ks11 24 23' 11" 1710' 16' 4" j 20' 8' 16' t" 13' 11' 18' 4" 14' 6' 12 6" 4005125 -63 (50 ksil 12 31' 6' 27 0" 21' 10" I 27 S' 21' B" 18' 10" ' 24' 10' 19' 6" :6 11" 4005 125 -68 (50 ksd 16 29' 1 ' 23 1' 20' 2" ' 25' 3" 19' 11" I T 4" : 27 10' 12' 11' 15' 6" 4005125 -08 (50 ksvl 24 26 7 20' 9' 18' 7 27 9' 1 T 10" 15' S 20' 6' 15' 17 13' 9' • s: Shear /web cnppting controls allowable wall height I' Flexural stress controls allowable wall height Mi 12 SSMA ARCHITECTURAL SPECIFICATION FOR COLD- FORMED METAL Part 1 - GENERAL of interior, non-load bearing walls, studs need not be attached to 1.1 Description upper or lower runners. E. In all doubled jamb studs and doubled headers not accessible to A. Work included: Provide metal studs and/or joist and accessones as indicated on the drawings. as specified herein, and as l sulation contractors, insulation equal to that specified needed for a complete and proper installation. elsewhere shall be provided. 1.2 Quality Assurance F. Splices in axial load beanng members other then runner track A. Contractor shall provide effective, full time quality control over all shall not be permitted. fabrication and erection complying with the pertinent codes and G. Temporary bracing where required. shall be provided until regulations of government agencies having jurisdiction, erection is complete. 1.3 Submittals 3.2 Installation (Non - load beanng wails) A. Product data: Within calendar days after the contractor A. Runners should be securely anchored to the supporting has received the Owner's 'Notice to Proceed', submit: structure as shown on the drawings. 3. Jade studs or cripples shall be installed below window sills. 1. Materials list of items proposed to be provided under this section. above window and door heads. and elsewhere to furnish 2. Manufacturer's product information and other data needed to supports. provide compliance with the specified requirements, C. Lateral bracing shall be provided by use of gypsum board and gypsum sheathing or by honzontal straps or cold - rolled 3. Manufacturer's recommended installation procedures which. channels. Bracing shall conform to Section 03 of the AISI wren approved by the Architect. will become the basis for accepting or rejecting actual installation procedures on the Specification. work. 0_ Provisions for structure vertical movement shall be provided Part 2 - PRODUCTS where indicated on the drawings. 2.1 Metal Studs, Joist, and Accessories E Handling and lifting of prefabncated panels shall be done in a manner so as not to cause distortion in any member. A. All products to be manufactured by the current members of the 3.3 Installation (Axial load bearing) Steel Stud Manufacturers Association. 3. All galvanized studs and joists shall be formed from steel that A. Runners shall be securely anchored to the supporting structure corresponds to the minimum requirements of 1996 A I.S.I. as shown on the drawings. standards. B. Complete, uniform and level beanng support shall be provided C. All structural members shall be designed in accordance with the for the bottom runner. American Iron and Steel Institute (AISI) 'Specification for the C. Framing of wall openings shall include headers and supporting Design of Cold - Formed Steel Structural Members' 1996 edition. studs as shown on the drawings. D. Provide all accessones including, but not limited to, trades. clips D. Diagonally braced stud walls, as indicated on the drawings, snail web stiffeners, anchors. fastening devices, resilient dips. and be provided at locations designated as 'shear walls' for frame other accessones required for a complete and proper stability and lateral load resistance. Additional studs, when nstallation, and as recommended by the manufacturer for the necessary, snail be positioned as indicated on the drawings to steel members used. resist the vertical components. E. Fastening of components shall be with self drt0ing screws or E. Splices in axially loaded studs shall not be permitted. welding. Screws or welds shall be of sufficient size to insure the 3.4 Installation (Joists) strength of the connection. All welds of galvanized steel shall be A. Uniform and level joist beanng shall be provided at foundation touched up with a zinc -ncn paint. All welds of carbon sheet steel shall be touched up with paint. Wire tying of components shall walls by means of shims and/or non - setting grout. not be permitted. 3. Joists shall be located directly over bearing studs or a load Part 3 - EXECUTION distribution member shall be provided at the lop of the bearing wall. 3.1 Fabrication and Installation Web A. Prior to fabrication of framing, the contractor shall submit shoo C of con s cent ated oads wn on the dra ngs. points drawings to the architect or engineer to obtain approval. D. Joist bndging shall be provided where indicated on the B. Framing components may be preassembled into panels prior to drawings. erecting. Prefabncated panels shall be square, with components E. Additional joist shall be provided under parallel partitions when attached in a manner to prevent racking and to minimize the partition length exceeds one -half the joist span, also around distortion while lifting and transporting, all floor and roof openings, which interrupt one or more C. All framing components shall be cut squarely for attachment to spanning members unless otherwise noted. perpendicular members or as required for an angular fit against - End blocking shall be provided where joist ends are not abutting memoir. otherwise restrained from rotation. D. Studs shall be plumbed, aligned and securely attached to \\ flanges or both upper and lower runners except that in the case SSMA -1 0 PRE -CAST CONC CORNICE - MANUF 0 IN (3) EC) SECTIONS in 6 METAL FLASHING % �, sIM @ ' % %� .., SIM. @ GRID LINE BO P. % 0 �,, GRID LINE ® S 1 0 00- GA -DI6 • % �� ` �• ,, s, .... e . e ,,,, ow8--q--- „,, %, . • ... ....., -- a ____, 7 .„ ,, 1 % '� 1 • 1 .. 1 w I 1 % %' �:, • • METAL ROONG OVER j I I UNDERLA MENT OVER / RIGID INSULATION OVER • VAPOR RETARDER 10 — • • ROOFTRUSSES - SEESTRUCTURAL PARTIAL SECTION K 110 -GA -016 100 -A -014 4 A 4 © © •AA 0 000 /'\ - • • , • • • \ /\ / _ \ ARCHED METAL ROOFING ..../ \ - _ 08 I II 1 i LEV 166 0 7 '; �' • OOLEV 76fi 7 441 I \\ 8 ' I 100 -GA -008 � • - - -- E E TOP O�P' fi ; , I DRAIN / I \ TOP PARA PE 1 II mil_____ -__ II ' _ 1 ^ F . �• nRAIN I __ _ E 1663) ' • .�� - '\ I� -_ BEAM �� it I _ TOP BEAM � E 165 00 ��I Iltt�ll �. I IIt�JI♦III ' � I I -- — - - - -- TOPf3EAAi ' 16 OOV 164 0 I (I - — "■ . IM � --- 16 OOV 1 64E50 II - -__ —_ I I — � �___ ELEV 164 50 ' TOP BEAM ' _ r -_ f ' . © i 6 ; TOP BEAM //��,� , TOP BEAM rill 1 00- GA -00q [111 -- - - 8 6' F 1 0 0 - GA -008 / \ I I - _II "[\ \ . ELEV 7B74S # ELEV = 16213 ` 1 . i / II I - I TOP PARAPE `I / � !'L� L *RRADIUS POINT \ _ ELEV 16 J6 a� /,\ e I II ��1 I I I I �1111 ioP BE nM 9 Illii ` ' \ I \ 1 (HIGH END) • • OPEN BEYOND �� 1 1 � i . 777 OPEN BEYOND RIME — � 11 1141W _ —_ = II �_��I �� r —_ —_ _- __ —_ —_ I� _— _ _ — ELEV =15fi 67 I►S�III - - ii"..--Mill —_ —_— II 11 11 i 1 III I I TOP BEAM •ARAPET BEYOND R TRANSLUCE I „ - � I WIND PANE! I /� I I • I II 'ARAPET:EVOND 1 I METAL PANEL B 1I WALL SYSTEM ' •' TOP s154 LAB 0 OPEN L METAL PANEL , 4p F OPEN METAL PANEL OPEN I OPEN I OPEN OVER SHT'G OVER WALL SYSTEM f, ;`, SHAFT ' OOF DRAIN LEADERS 1 SHAFT • WALL SYSTEM 6 SHA FT 11 SHAFT I I SHAFT B METAL STUDS • 4 . OVER SHT'C OVER I I ' I I I I I L I :itadi I METAL STUDS I I • �p}{ j II I — __ -- I - -- - - I(m'II 1111 ISI I ND e I ELEV 15000 Ell MEIN WINDOW NING PAN EL I 3 72' METAL JOISTS BEYOND I1 i II ®24' O C I ' I 1I .1111111111.111111 .1111111111.111111 .1111111111.111111 �.1111111111.111111 • — M AL OFI G I___ I I I ' Ii I II ... .. .. ....... ......... SEE M ECH ........... I �I . I :: :::::::::::::::::. ELEV = 142 fi7 — IT II I I ll�ill ii — = - -_'U II ' I - - -_ —_ — _ i�•i TO I� III�� ' pII — • - I' I I 1 on •..................... .............................. a � 1 1I j 1 i! bi sou' WALLW/ 1 1 ' i • SUSPENDED ACOUS7 8 I R -19 ACOUSTICAL 2 AC tUSTICAL IN O • f 1 I CEILI INSULATION ��I ��e L I I� R -19 ACOUSTICAL INSULATION . WO a ii W. SOUND WALL 2'A000S7ICAL INSULATI II MI I ' ,1 GVP BO ON a .. i I P RE -CAST I I METAL FURRING - i - 8 ADA MO ITOR ROOM a II CONCRETE I ■ SC v1 ROOM I TOILET I � RECYCL ■I I I = � S CADA MONITOR ROOM I a III ® II PANEL$ ®' I 117 I / :;rj r CON WALL i::i • 1 w i • F I I I I • • ELEV 132 00 _ _ J A I - P RE -C LONC PANEL B ELEV 132 00 c _ - �� 11 t TOP $LAB \ !� I . , vr� ��r_ _ - - - I r — 70 SLAB — o_ ' : p / ' ' �.. • ~ 1i 1 • .. • _ f 1 ' . • .. I• • • / • 1e e 100-A-019 OVERFLOW DRAIN PIPE ELBOW TO SOUTH SIDE J ® m ` J R I '' NOZZLE AT ROOF OVERFLOW DRAIN A AND CONTINUE ON SECTION J AT LEFT PIPES 100 -A -019 100A-019 •7 •U7LE7 OVERFLOW PIPES CONTINUE AT ELEVATION TO AVOID INTERFERENCES WITH ` FROM SECTION 'H' AT ELEV 140 SECTION J I I B 1 R EFERENCE DOOR 121A ACCESS SEC I H I PARTIAL SECTION G � STRUCTURAL I CONFORMED DRAWING I �S JACK J. McKINNEY E" 100 -A -014 100 -S -202 SECTION SEE MECH DRAWINGS FOR 100 -A -014 P.00F DRAIN PIPING 100 -A -014 Ines drawing is a conformed drawing and is not a NOTES part of the contract documents This drawing is ® �_�_ ./� VANCOUVER, WA A provided as a courtesy to the contractor In the REFERENCE A �. 'A ' Q SEE STRUCTURAL DR AWNGS FOR event of o discrepancy between the conformed STRUCTURAL ./ m X 8 1 BELOW GRADE STRUCTURE CONTINUATION drawing and the contract documents, the contract SECTION 100 -S -203 oN documents shall govern. `n 6/16/06 COORDINATION REVISIONS SCALE WARNING SUBMITTED BY , 4/10/06 ADJUSTED BEAM LOCATIONS 0 ii 1 DESIGNED J McKINNEY '•.�, ARCHITECTURAL SHEET- 126 OF 428 , • 3/9/06 REVISED BEAM ELEVATION I 1 S D HATTERSLEY 4175105 ' W I/4 = 1 ' 0 ' (PROJECT MANAGER'S NAME) LICENSE NO. DATE V H DURHAM FACILITY DWG 100 -A -014 2 s 1/27/06 REVISED BEAM HEIGHTS IF THIS BAR DOES DRAWN D ( ) INASSOIJATIONWfTH C1eanWater Services PHASE 4 EXPANSION INFLUENT PUMP STATION 7,11/05 COMFORMED DRAWINGS NOT MEASURE I• SOUIERASSOCIATES - ENSRINTERNATIONAL BUILDING SECTIONS -7 DATE 4 -8 -2005 or T NOT D TOSC I ALE IS J McKINNEY K L MALLON 6511BPE 4/15/05 ARCHITECTS ASSOCIATIVE INC ocemmilmcal �. clear. a REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO DATE PROJECT NO.. 4969 1. • 0 O 9 G • . . .. I • i g - ' O ___, . , . i � , r � , I • I2 • • O I O F L o o S� ? L R PJ -- - � _ . I ! e � 1 t,-- j oPp -'46---4 , . O _ o 4 o� J 7 !Is o • 0 // (DIN S iNI. II II �t e n 11 1 II II U - EL 13 C..- 4 -7 • Q I 1 I ' a- a aJ3 - 3K I I � ,. _ 1 • (o'P� I I CIEV. L d EL E 1 F -F C /� ELEV D - P -. i c' -F J� ;CEO• o-Q �LE.V . A A NT S.. 7 P , . 14f EL J aEJ. ., rd.. 1(0I.4T. G —C EL I. E.- C- . OPP 1 �3 4 1 • 7I i! 7 ., 0 I, . . i l I '�I 1 a ,, � lii . i I, \ o il ! 1 I V) � ., II 1 . . • I I, • 1 , - S" METAL_ SZG I M I N C� 136.33 •URNAty( PPG IL. ITr - PNls El. 4 -- �l�v. 6-(3 N.�S - MWH /SQU(ER. FtSSoC.IN ES - Co1J7, ' Con. f1G; oRS ,?"ILK . I3y •- CS i1.1 T =21oR CONTiZ \...TDRS PAGE 1 o;--S .■ • •• - • • c EL. tl,1.4-5 I 'll I I ' , ; • . I it i 1 : . t \ 2 . .. .( ! .`• I I 1 —,..4j-••- , I : \ : I t -1.- :: , I , • .,- 0 it , , i , \ . F I • ; : I I_ 1 III l i .1 F 1 I_ I 1 - -_ - T .r ..., in 11 . 1 -___ -,...!_ ._.: • o :1 il v._)- 111 li 1 ; I • ' i (0, /vo ryi s;(iiic, , • r" 7j1- 0,1\ - n • ' 1 i i ,I . 1 ,(' 0 -ir 1 : ! • 1 _13 1 '! 1 -; ■ 1 1 I .,.. . - 1 _[ .z.o. , 1 , .._.,„ 4 7J 1- . ' •--1 11' t I ! '- Er .1 - '• , I 11 • 3 i ii 1 , • 1 . il I . 1 i ' 1 • i : I levliei1/4- . ! 1 1 3 - 1 I I! I 1 1\ I I II II q d II 'f II 4 1 I 11 .i 1 1 1 1 1 i 1 I \ , ii i. ... !I . t II N ■I • 1 • • 1 4 N 1 , 13(0. --;,/- ." ••• 1 EL i 7 2 • t.......V. C - C NIT. S EL 5.- F_ 1,47s. . • 11 • ,,,, • _- - ..--4 i .. . .• ..,_...... .. , . , • . i ......._........ , , ' 1 . ,1,, a Lo_tvci( L-2 • •. . 1 .-°;!•X . ly • :\ I Is ' - 1 ( 1 /3 / x - 1 -0 "R , L..- K i r , itiErAL cAl..r. ,..‘ ' il I ; 7•-o• 1-0 rfe Nc!f‘iC- _ ; 1 /11 \'''''''' ' 1 . • . - • . I • •`,.. r• , ,/..,< \ , ‘ . . \ i i 4_,.._ - I I _ META L S Tut) FR ilt t■A( IQ 1 G g 1 III . Dog 14 ANA rAcILITY - PHIASE. 1 • - Mv\A-1/,Sc,,,x_pER AS•ct.X./ATES: • ELEV. . F - F: . - c:3tJT. . . CSL INTERIOR CokiTQACTaRS _ 10/ 24/05 PR Ga 2 i.DF s . . . $cx,50b2- S445(M) 9 - 12ooS\(41 - %¢ LoovE2 -� � • - � _ 6 P� . 7 ... „ O : - Y- , t.,,- K :. CL 1 SNEA7HiN GYP ( 3D. --- r �� . : •-• I 2�3"] -S4 1 AF -- 120oT1 0- S°r(Soo @sir^) f -z-.0 I � IzooSloz sq-� r 1 1 • _ ■ _ ' 7 1,_____ ' 2.11 I — t l\', 'r�r'� fr - —` • 'Z'3 �o h' E / , 12o0S1u32 -59- r-r ' - a s •9 I ko 9c � SILL v, S W IZ j i /-- F `� _ I / 1 ` I 7E CI �MTt. PNI. \ I �/ RE' o /6A -003 2.'-6 �. 1 0005 i loZ S f– / Ii-4" ve.2,�'e. 0 © D A1` @ Jkma N.,. I a« JP A3 0.7s e: 56/GA -003 Re •. Sa /Gr4 -oo3 • 7r(-- ____LL I 1200T13o -59-- E_ I6 S. 37 " , . i .� f � / - 41 !o EA. s7v A J �. I2oo1 1 1 ` ! ° woos I (oZ- S4 1 0A er- __L, , •,. : 4- ‘ .......: „, . 1 � I o % �cNr � �y P D �l� 511-- e _ 5q. 'D � R i L @ I-\ N `• 5 III S Re... /GA -ooS " ��. 1 -�� - 6 © TLip IL. e. spilsyDREL 10TS. _ . . _ _ME RL STUD FRS 1 - CC RE -1- f /¢ /GA - - DURNAM PAC11..rnii - PNINSE q-- - MwH /SQUIe.1Z ASSOC' Ai ES - COP T, t Co I.ITRPC,TvRS, ikic_ BY CSI., INTER I o R Co►J1rgAc. oRS • PAGE 3 0� S . _ r0/24/0S . — GQ,n I i Slo- GR D • S -o < r --___ .� ' 0,....G . L LJ \ . . , _ / r sooSl(o2 ^S4- :� / : I• amsaraair, 1 .1- I .1 'SooCI�o2 -S4' : Z{ /• 1, l I_• O 6ocer SI- DE AIL. @ JA N i.S f�� EGA - oo h- _ - 1 I . I ' 1 --p4 © D - TA IL_ @ SAM 13 N S RE • I /GA -oo9- 1 CI DETAIL. @ HEAD KITc i RE : 1 /GA - 003 pP (ooOs Va7 -'Sa sr�r4 -� • I 66,70 / j-3sos 13-)-43 I O (c.; 0 -c- j 4 Co 137 - 4 • — 35 I '-71 • I n I s v ?s ,\ - 1-4 - "I F ;: I i 0 . I ■ � J • _ 0 DE AtL @ CCIKQE - NTS 7 ,,I.,,,, DE i AlL e PARApe Iv, MEN al_ STuD r=RA■11 9 DE. (a Cui ?, DURHArv\ FACtLITf - PHASE - • - Mw H /SQu: ER ASSoc t A � c S • _ - CoNT. CoQrRic\c• oR$ 1 rive- l5Y : CS L INT .R Iu I? CoNTRACToR S P r a...= 1024 - /CAS . • -*lc, FMS ENE me a: 5Tuo; it.)..,: . Ei� i�D� / , • 2 9; !' ..,' , I . 0 : 2x c� ,NT� — EE; r+�rcN D�AG��NA1.5 350513-4 • • SH+ A , i 0 . I, • / f- o PING . . ■ . • �E A L.. 4.32. vq F - 0 DerPc l t_ s o F F 1 T i; i �� l L QF a M X12 • 1 r /5733_ VER•F'z' . PARAPET Muir aE VERIFY'4 -. G"miN• A2 c- RooF • • 400 -3 �' I La oc c f * 1SoS ill ' . Z . CM.= Ila 0 ‘ t c, • I j . I C ■ I 1 __.......--- _ MET Pr t_ S i v D F r�r1 M I n) Ca l'7 U R H A M FAC) C..I r`r - P 1-I rl s c 4-- © DTlk_ t..PARP P r • - M1�/N/SaUr =� ASSOC/AT • - : COL)T.: COtJTRP.cT.oRS, ilJC- gY 1 . CSL 1.NTERIo2 Cot - r Pcr S nr. -- -- _ 1 n /2 4/b ti