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Plans (5)BtP2009-00155 0 L 7000-09 SIM (2) PLACES STOP/LATCH 21 N / o 00 STAIR DETAIL 'J" DWG 7000-07 (2) PLACES H`S 4 x 4 x 250 HSS 6 x 4 x .250 6-4 STAIR SUPPORT30" WIDE x 15" THICK DETAIL "K" T1,FOOTING x 20'-0' LONG T/STATIONARY DWG 7000-08 ------- T/ROTATING 20'-6'------------- 3 I 2 -0 2-8 _ 2 -8 _ 2- , I I --2 -8 -— 2 -8 _ _ 2 -8 1 I I ------- —� I I , „ t —TI ---I �7�� , n I TI , ';111III�I „ `` ~�♦ II'�II'I1IIi iIiIIII11i1 _1lII I ,liIIIII'I II,IISIIIIi ♦ — 1;IIIiI�I1IIII 2, \ c.,ro o ----------�STOP �--/--LA-- T -C -H W8 10 "' 1 1/8„ T&G STURD-I-FLOOR DECKING ________^_ + _________ --- ------------ } ---------- - - -----�----_ ---"---_ -- -" - - - '� --- IIIi Ill: IIIli I 1Ii I II Ii,Ii iIIi GLUE T&G JOINTS WITH CONST. ADHESIVE. N .`” FASTEN TO STEEL SUPPORTS WITH SIMPSON i BRACING (4) PLCS -TIE TB1460S SELF DRILLING SCREWS STRONG 0-02 SEE PLAN � 6" OC ©ALL SUPPORTS 700 T R 7000-0 B 2 �-•`---- --- .- ----- EW II1 III III'III II I III 7� I II ' iI; iII Ij i II I II NSB HSS 4 x 4 x .25PEDESTAL SUPPORT - I I (TYP) OD COM OC ALL EDGES A DWG 7000-04 I I I I I I I f I I I 1 1 1 I \ I I I I I --- I 10'-0" -- SECTION I SPECIAL INSPECTION REQUIRED I I I I I I I I I I I I I I I I I „ N State of Oregon Structural Specialty Code SCALE: 3/4 =1 —0 -- ' I I 1 ' I , I I ❑ Co trete and Reinforcing Steel o i o i o f I d I I I I o o o f I I EXISTING I JOIST g � I I L0 I i to I to I tf5 I I I I L ILn I I N I I N N I I N I I I N I N N I I Bolts Installed in Concrete -- 1 I 1 I x 1 1 1 x l I I x l I I I x{ 1 1 i l i x I j i \ x I ' / ' ' I I I �` ' ❑ Special Mome t -Resisting Concrete Frame W8 x 10 I I I I I I I I I I I I \ I I I � I d I I I I I I i I d I I d I d i I I I NEW (IF DOES NOT EXI i I I I I I I I I I 1 x x x I >q 1 x x 1 I I I I t I I III I I I I I I I JOIST BLOCKING BETWE LBei c ng Steel 8 prestressing Steel Tendons d- i I I d l i d• l I d1 1 I I I 't I I / d' I I \ I 1 I I JOISTS cv - - 1 _ HSS 4 x 4 x .250 En r (n I I I [n i ' i ' cn ' �`>`'' N ' (nI I i i NAIL TO PLATE WITH 10 0{�tructural W®!ding HSS 4 4 x .250 (n I (n I (n I I I (n I O (n I I = I 2 1 I 2 1 i I; I = I a`P/ = I = I 16 OC STAGGERED ® High -Strength h g gth Bolting \\ I I I I I I - ❑ Reinforced Gypsum Concrete I 9'-4 15/16" 9'4 1516" ❑ Structural Masonry EXISTING CRIPPLE WALL \ \ —1 1.1 I \ I 1 I/8 I I I 19'-3 13/16" N--- 13 insulating Concrete FlI \\\ cv I t I I I I I ; C3I I Spray Applied Fire -Resistive Materials I, I I „ ' , n I I I I I 1 1 I I I I I , " I 11/7/8 I (I 4'-0 1/4" ' ' l i i ' i i I ; 4 -0 1 /4 ' 11 7�$ I I ❑ Pilings, Drilled Piers and Caissons I \ ( I I I I 13A I I I I I I \ I 1 Shotcrete I I 1 1 I I I I i I I I I ' I 1 1 1/8" PLYWOOD I I1 1 I I 1 I I I I I 1 Special Grading, Excavation and FlUing 1 1/2" 8 3/16+ 1 2'-9 1/4„ 6 13/16„ 6 13/16„ 2,-9 1/4„ 8 3/16" DECK LINE (DWG. 7010-03)7000-02 TYP „ I HSS 4 x 4 x .250 i i I i i (f OTATING PLATFORM) 13 Smoke -Control Systems 1 I i I BELOW I i i III i' 1 I I ABOVE pp x 4 x .250 I i i I i I I 4 x 4 WOOD ❑ Other Inspections HSS 6 PL 1 /2 x 5 x 1 -0 1 I I I I I a7OO-O2 IIIIIp 3/160 HOLESSECTION )(I I ” I I I I I I I ' BUTT 4 x 4 TIGHT TO x 7 TITEN-HD „ ► „ END OF EXISTING WALL PL'S SCALE: 3/4 =1 —0 ' -- 4 x 4 WOOD I I l 1 ; THIS BRACKET TO 4 1/2” • �j ' 1 ,I (; i i ,I I i i EXISTING BE AT (2) PLACES N 1 I ,----------- ---- - ---------- ----- --------- 1 I ------ - --------------- - ----------------- _ STUD WALL (THIS LOCATION & FAR 11/2' ���, r , I ------ -----------------T-T-----r--------,----- -------- - --- 40 -----PEDESTAL�-rz--------------- -T-T-_ --- ---- _---- ----_ ------ , F SIDE LEG) L J -------------------------------------------- 0 IL J -------------- ------------ ------------- \ o - - ; ; - - - - �' ,- I 41111/2„ • I I \ \ l J l J 1 I,a 0I I41 L J L J TT ' s c, 00 � I 111 r \ \ t r EDGE OF STAIR ,o z \ ` BRACE BELOW 1 ' I BRACE BELOW 120 .00' M Q 111 \ 60 0' STAIR SUPPORT -_- N I ' E I DETAIL "K” 1 1 8' IyLYWOOD 60. 0' SIM (12) PLACES i 1 i / l I , \ __1111 \ I DWG 7000-08 1 \ `I CLIP ANGLE DECK LIN I - ' SIMPSON MSTI48 _------- -- 700C-C (2) REQUIRED / / (STATIONARY PLATFORM) I ' (TIE 4x4 TO TOP OF --- - ---+� - i� I 4 -- - r `\ \ ®32' O/C , , U, _ _ ---11 1 = i ==l ==== •_ , , o PLATE OF STUD WALL) HSS -4 .250 '/ , \ \ HSS 4 x x _250 r' o;�� ( -- - --- -------------- --------x 4 x----- ------ ----- -- ---- ---- -- \\----- -----------HSS --- - - - - - -� - - r ---- --- -- -- \ ------------------------------------- - -- a III -- \\ -- - --- ----- ----------------------- -- r r - -- ` \ \ Cn 120.0 N III a I 111 PL 3/4 x 12" x 1'-0" w/(4) 13/16"0 HOLES FOR 3/4"0 x 7" TITEN HD BAR 1" x 3" x V-1 7/8" (2) REQUIRED TO MAKE ONE LATCH GUIDE WITH 1 1/8"0 BORE, SPLIT ON CENTER LINE FOR REMOVAL OF LATCH PIN .0 Apslld- ECEIVEI 12 2009 CITY OF TIGARD BUILDING DIVISION. 1 1 x \ x I . , I I 11 / co 10 1/2" I I 5 1/2" 1 „ I \ I / \ \ I } OFFICE COPY �N PEDESTAL \ f N I }r I , 2 3 4" III I \\ rr 1 -AV I \ \\ R' = x i '/' i r 2 / iii 3/8"0 w/3/4" BALL = x 1 w� r, \ f 1 1 1 )I� (2) PLACES \ / ' X1.49°_ �1.49 ` \\ I ' ' 1 ' TACK WELD TO 1 "0 H.R. f- — - - �� r / i— — •- \\ \ �� \ r - — ' x I J 6" LATCH PIN C �F TI �\ 'r BRACE BELOW BRACE BELOW \ O° n N STAIR DETAIL "J" 1/4' 2" ApprovCARD r — - — --- — — — — — — — — — — — — — — — — — — ...•... .. .•.•r..►•wvu.. o - - _ _ _ -- -N--- - 2 PLACES 2 / Conditio�naityApproved HSS ' 14 x .2 0 r , HS 4 x 4' x 1.25 j z x' I DWG 7000-07 - STROKE - ---- J -- \- --- -- ---- -- r r - -----------ASS \ ------------ ----- , SUPPORT .............. [ �— \ \--------- ------ 'J -- -- --- ----- ---- -------------------- \--------------- ----------- APPROVED PIANS See Letter to: FollOw... AI I DETAIL l --- - - \ \ -- - i 49 r ' DWG 7000-08 INCLUDE UN -ATTACHED: Attached 1 4" STIFF _ ..«............lj� \\ \ 1 49� STAIR SUPPORT \ ' 'r (2) REQUIRED ?�_________ ________________________ _SPECIFICATION BOOK Permit Number. ' DETAIL " H" t \ ' ,' PLATE (INSIDE) F DWG 7000-06 \ \ STRUCTURAL CALLSGEOTECH REPORT Address: - L,--') � \ r / HSS 6 x 4 x .250 ._Mi C DOCUMENTS S RY. n —Date: `i Q \ �r L2 x 2 x 3/ 16 co 7000-02 \\ ,\ /� (2) REQUIRED , \\ \ / (4) PLACES N SIM 4 PLACES 8` 1° 58�1*(>�3 ------ (TYP) x x , 3 3/8" 7/16"0 x 2' SLOTP Em R M1 T ! \ ' '1> , L 2 1/2 x 2 x 3/16" \ \ ' ' \\ L i (2) PLACES a= (NP) \� ' I - -- -- -----------HSS _4 x 4 x _250 ---------- - I \\'\ „ N AUG - 3 2009 ___ _ _\ PL /2 x 6 x 6 x I --- -------------- -------- -------- -------- - -- --- - �1 5/8" ----------- NOT FOR C NST UCT' I 1 ------------------ - x - I � () HSS 4 x 4 x .250 BUILDINGS � I I - 6 PLACES 1 MIIESS BB,�e�yy (n ICTAL I = M HSS 4 x 4 x .25 D _- 1 (TYP) - STAIR SUPPORT DETAIL "H” 7000-02 ` ^ DWG 7000-06 2'-3" 2'-3 (2) REQUIRED 7000-02 THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED a- UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER AND INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. REV. DATE 3'-3 1/2" _I- -- .3'-3 1/2„ 3'-7 15/16" 1 3'-7 15/16" PLAN SCALE: 3/4"=V-0" DESCRIPTION STAIR DETAIL "G" DWG 7000-05 (1) REQUIRED IA17-27-091CHECKED & CORRECTED27-091CHECKED & CORRECTED BY REV. DATE DESCRIPTION NOTE AFTER ASSEMBLY, THE FABRICATOR SHALL SHOP TEST THE OPERATION/FUNCTION OF THE PLATFORM AND STAIRS TO ENSURE SATISFACTORY OPERATION. THE FABRICATOR SHALL NOTIFY THE CLIENT AND THE ENGINEER PRIOR TO THE TEST TO ALLOW WITNESS OF OPERATION. ----------- -------------- - - - - SPLIT LINE Emd iv I - . 2" _ I � I 2 7/16" 4 1/2" 4 1/2" i 2 7/16" COIL SPRING (2) REQUIRED (PROVIDED BY OWNER) 1"0 H.R. LATCH PIN 1 1/8" 1'-1 7/8" 1 "O.D. x 3.25" LONG, WIRE SIZE .080"0, x 10 1/2" LG (TRIM O.E.) — REF ' 302 STAINLESS STEEL, ENDS SQ. & GROUND, 1DEFLECTION RATE 6.4148 LBS/IN. DRILL 76"� HOLE / CONTACT: CURRAN COIL SPRING INC. / FOR SOCKET HEAD WILSONVILLE, OR. MACHINE SCREW 503-682-9003 (6) PLACES LATCH DETAIL SCALE: 3"=V-0" (1) REQD THE PROFESSIONAL ENGINEER'S SEAL APPEARING ON THIS DRAWING APPLIES ONLY TO THE WORK AS SHOWN ON THIS DRAWING FOR THE ORIGINAL TITLE BLOCK DESIGNATION. ANY ALTERATION OR REUSE OF//vO THIS DRAWING WITHOUT TH WRITTEN CONSENT OF T E ENGINEER IS PROHIBITED. PRD�f„ '� C, I Ne tJ � 10 o f N �V� q1q Q� �' 13'� O F of log RFNTWA1. DATE: 12--A r BRADFORD CONRAD CROW ENGINEERING CO . -- CIVIL • STRUCTURAL a MECHANICAL ENGINEERS 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM W E S T G AT E BAPTIST CHURCH TIGARD, OREGON SANCTUARY PLATFORM SUPPORT STEEL PLAN VIEW AND SECTIONS D PLOT: 08/03/2009 3:33:18 PM rad SAVE: T:\O9808\7000\7010-Ola.dwg 08/03/09 3:33:15PM rad DRAWN R.DU MAS CHECKED JEM 7-27-09 SCALE 3�4'�=1'-0" DATE 07-01-09 DRAWING NO. 0 9 8 0 8 - 7 010 - 01 REV. A BY HSS 4 x 4 x .250 31.49'. 1.49 / U.V. A ..JUU YY/YLL THK STEEL DETAIL "A" SCALE: 3"=1'-0" (1) REQD 6'-4" TO CI HUR L5 x X 3" @ WOOD 4 x HSS 4 x 4 x .250 (2) 9/16"0 HOLES R 112"0 x 3" LAGS i–SC 1/4" (2) 13/16" x 1 1/4" SLOTS IN KNIFE PLATE TO ALLOW ADJUSTMENT TO LEVEL PLATFORM ry x 4" @ 1/3 nTrr1 P1/—T ♦ 11 »n» SCALE: 3"=1'-0" (2) L3 x 2 x 1/4" LLBB (2) L3 x 2 x 1/4" LL/BBBB / 6 4 x .250 _J14" 3/16 TYP ------------- ------------- \– (2) 13/16"0 HOLES FOR 3/4"0 A307 THRU BOLTS (2) L 3 x 3 x 1/4" - x 6" STEEL DETAIL "B" SCALE: 3"=1'-0" (7) REQD 3/16 MECHANICAL TUBING 7" 0. D. x .500 WALL THK SEE PLAN SEE PLAN 3/16 SHT 7000-01 I SHT 7000-01 3/16 W8 x 10 I I � I � I �\ I I 1 I I I I x HSS 4 x 4 x .250 I I I I i I \ I I I I I I I HSS 4 x 4 x .250 —1/4" �4" ///� (4) PL 1/4" x 7" H TVD H TVD / x 8 1/2" W8 x 10 BRACE WHERE OCCURS N 1 (2) 13/16"0 HOLES FOR 3/4"0 A325–ST EACH ANGLE LEG WHERE OCCURS i'c^c n .. n .. nen '–(3) 13/16"0 HOLES FOR 3/4"0 A325–PT STEEL DETAIL "DBOLTS EACH SIDE " SCALE: 3"=1'-0" (2) REQD STEEL DETAIL "E" SCALE: 3"=1'-0" (12) REQD 13/16"0 HOLES 3/4"0 A307 U BOLTS /4" x 3" 1 1/8" PLYWOOD - DECKING 3/4" PLYWOOD NAILER FACIA BY OWNER 00 r` Ln m 2x4 SCREWED TO ANGLE BUILD PLYWOOD STRUT – CURVED TO MATCH DECK L 2 1/2 x 2 x 3/16" L 2 x 2 x 3/16" F �gm �,f�4�yC'? V� STEEL DETAIL "F" SCALE: 3"=l' -O" (4) READ AUG - 3 2009 NOT irl-0911 NL ES S APPRVIDV E D 83y ILDI' OFFICIAL L 2 x 2 x 3/16" (2) 9/16"0 HOLES FOR 1/2"0 x 4" CB THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED BRADFORD WESTGATE BAPTIST CHURCH SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THE PROFESSIONAL ENGINEER'S ��,� ��ta THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON SEAL APPEARING ON THIS �,Cs Y �J!� CONRAD TIGARD, OREGON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. DRAWING APPLIES ONLY TO THE r THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED �' CROW ENGINEERING C O . UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW WORK AS SHOWN ON THIS %�Q� ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT/1 — CIVIL STRUCTURAL • MECHANICAL ENGINEERS SANCTUARY PLATFORM WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. DRAWING FOR THE ORIGINAL (/ THESE DRAWINGS DO NOT SHOW// THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR TITLE BLOCK DESIGNATYE' ORF SUPPORT STEEL AND/OR SURROUNDING INSTAL ERCHINERY TO PLACENPROPERLOR QYUALILESAFETY DEVICES UIT IS THE PON ORLE SPONSIBILITY OF SUURROUNDING MACHINERY AND/OR EQUIPMENT MANUFACTURER ANY ALTERATION OR REUSp�` Ci�I a �q1q Q© 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 DETAILS AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THIS DRAWING WITHOUT r!1/ BH�o�� ��� PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN A 7-27-09 CHECKED & CORRECTED RAD WRITTEN CONSENT OF THE PLOT: 0$ DRAWN CHECKED SCALE DATE DRAWING NO. REV. AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE /03/2009 2:58:02 PM rod OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. ENGINEER IS PROHIBITED. ,,,o \ \ \ 9 " ' " 09808-7010-02 A REV. DATE DESCRIPTION BY REV. DATE DESCRIPTION BY RF:'�'FR'AI,DATE:�2^j 5 SAVE: T: 09808 7000 7010-01a.dw 07/29/09 11:38:41AM rad R.DUMAS JE�1 7-27-09 3 =1 —� �%-01-09 0 coI 9'-6" 3'-6" 4'-0" 2'-0" I-------- ------------------ ----- II C-4 �. t- - -- - - - - - - - -- -- -- - - - - - - - - �'S-- - II I \ ------------------------- —� -- -- \----------------------------- ------------------------------------------ ---------- ----- --- --------------------------------------- ---------------------------------------------- - 0 11 \ \ 1 \ \ 1 \\ \ \\ 00 1 N 11 vv v vvv 4'-10 15/16"XN \ / 1 1 \ \ 0 19'-0" 2'-0" 4'-0" 9'-6" 3'-6" �,\----------�------------------- ------------------------------------------------------------------- J-------- -- \---------------- ---- - -- --- - — - -- - PEDESTAL- --- - --- - - - - - - - - - - - - - - - ��\\ ------- - - - - - - - - - - - - - - - - - - - - - - - - - �/ /!n `J -------- (`------------------------------------------------ 0 --------- ------------------------------- (_ / n r-\\ \ 4'-10 15/16" - - ----------- \ --------- _-- - - - - --------------------------------------------------------- ------ ------------------------ ------ - ----------rt----------------------------------------r-----------------------------,---- -,-------------- \ \ \------------- -- --- - ------------- ------------- \ \ - ------------------------------- ----------------------------------- ---- --- - -- ---------- ------ - FLAT SECTION I \ \ I I \\ \\ I I - I I \ \ I I I I \\ \ I I I I •\ \ � I I I 1 \\ \ I I --------------------- ---------------- --------------------- ------ iJ \ i f / �A \ \\ \\ 17// (T' THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND OROPEEQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER AND INSTALLER TO PLACE P RLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. REV. DATE CL PEDESTAL •\ r 2'-10 15/16" \\ \ \ R,qD - ------ --- -------------------- --------------------------------- - - - -- ----------�---------------------------------+---------- ------------------ --- 4 ------ ---- I � I \• I I I I �\ L--- \ I I \ I I I I I I I I � I i ----------------------- ------ -------- -----------------1------L 11 - ----------------------------------- ------------------------ -- - --->- - ---- -------------- ---------------- - --------------- ---------------------------------------------------------- ----- --------------- -- -------- I I I I I I I I I I I I I I - I `--_ I A 7-27-09 1 CHECKED & CORRECTED DESCRIPTION BY I REV. I DATE I DESCRIPTION ------------------------------- /- I , I � / PLAN SCALE: 1 1/2"=l' -O" BY THE PROFESSIONAL ENGINEER'S SEAL APPEARING ON THIS DRAWING APPLIES ONLY TO THE WORK AS SHOWN ON THIS DRAWING FOR THE ORIGINAL TITLE BLOCK DESIGNATION. ANY ALTERATION OR REUSE OF THIS DRAWING WITHOUT THS, WRITTEN CONSENT OF T ENGINEER IS PROHIBITED. / I I � I I / l ----------------------- / BRADFORD C�q IN �.� CONRAD CROW ENGINEERING CO. CIVIL • STRUCTURAL • MECHANICAL ENGINEERS ai 3 �(Q� ✓�' - �cll � 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 1 j�f �tG PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM F �RPat /3ju9 PLOT: 08/03/2009 2:58:09 PM rad /2-31-0- SAVE: T:\09808\7000\7010-01a.dwg 07/29/09 11:38:41AM rad 1 1/8" T&G STURD-I-FLOOR DECKING GLUE T&G JOINTS WITH CONST. ADHESIVE. FASTEN TO STEEL SUPPORTS WITH SIMPSON STRONG -TIE T81460S SELF DRILLING SCREWS 6" OC © ALL SUPPORTS G II II IL_=Jl cn FLAT SECTION 0 PE'rsRlurnll «i AUG - 3 2009 ` 'O_p COQ,1S r"' LAMI-EF OFFICIAL WESTGATE BAPTIST CHURCH TIGARD, OREGON SANCTUARY RETRACTABLE PLATFORM DECKING PLAN DRAWN CHECKED SCALE DATE DRAWING NO. REV. R.DUMAS JEM 7-27-09 1 1/2"=1'-0" 107-01-09 109808-7010-03 A (4) KEEPER BAR 1 " x 3/8" x 7/8" (BELOW) DRILL 7/16"0 HOLES AND COUNTER SINK FOR 3/8"0 FLAT HEAD SOCKET MACHINE SCREW (6) PLACES REDCO 750XL SELF LUB BEARING MATL. 7" I.D. x 8 1/2" O.D. x 4"LG. SPLIT AT 180 DEG. �1 1'-1 1/2" DIA 7 3/8" DIA (4) 13/16"0 HOLES FOR 3/4"0 A325 -PT BOLT & ASTM F563 NUT ON 11 " BOLT CIRCLE (MATCH TO DETAIL "B") BAR 1 1/2" x 1/2" x 4" (4) REQUIRED PUT LINE FACE MATING SURFACES TOGETHER THEN BORE TO O.D. OF 7"0 MECH TUBE + .010" CLEARANCE MECHANICAL TUBING 9 1/2" O.D. x .500 WALL THICK �;. N \ j \ M 1/2" 4 3/4" M 5 1/2' 3 4" (2) 11/16"0 HOLES (4) KEEPER BAR i / 1 x 3/8" x 7/8" TYP TYP TYP TYP FOR 5 80 BOLTS " OCKNUT SPLIT BRG DETAIL "A" ( )L PLACES SCALE: 3"=1'-0" (2) REQD CAP PLATE DTL "B" SCALE: 3"=1'-0" (2) REQD (4) 13/16"0 HOLES FOR 3/4"0 A325 -PT BOLT & ASTM F563 NUT ON 11 " BOLT CIRCLE TEMPLATE DETAIL "C" SCALE: 3"=1'-0" (1) REQD PL 1/2" 13/ 16-0 0 HOLES 1 1 " BOLT CIRCLE FOUNDATION DWG ANCHOR BOLT RMATION 14 GA TEMPLATE PLATE P 375" PLAN SCALE: 3"=l' -O" I DETAIL "B" 3/4" THK x 6 5/8" O.D. ELEVATION SCALE: 3"=1'-0" I -------------- - r � i r i r I1------------- 1 i N 5 PL 1/2" REF STEEL DETAIL "A" DWG 7000-02 FOR BOLT SIZE AND LOCATION — ------------- ----------- 2. ---------------- STEEL DETAIL "C" 7000-02 3/8" PLATE SET DETAILS pa' .A AUG - 3 2009 �O@� t y�1j - 0 a � .x �:I��M�u�y `¢�� p � � C T � 0 ki U NL Ei S34as Ea7 P,R � i of e UVB? OFFICIAL NOTE 1. GREASE ALL ROTATING BEARING SURFACES PRIOR TO ASSEMBLY. 2. BEARING FIT BETWEEN ASSEMBLED ROTATING ELEMENTS TO BE MACHINED FOR SMOOTH FREE TURNING OPERATION. THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THE PROFESSIONAL ENGINEER'S SEAL APPEARING ON THIS DRAWING APPLIES ONLY TO THE WORK AS SHOWN ON THISAL DRAWING FOR THE ORIGINAL V. �� T li 6, - _ c� '`� I N gyp• �� F�1 .`� . f- BRADFORD CONRAD CROW ENGINEERING C O . Aicak CIVIL • STRUCTURAL •MECHANICAL ENGINEERS W E S T G AT E BAPTIST CHURCH TIGARD, OREGON SANCTUARY PLATFORM THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER MANUFACTURER AND/OR INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFELY REGULATIONS DURING CONSTRUCTION. TITLE BLOCK DESIGNATION. ANY ALTERATION OR REUSE OF THIS DRAWING WITHOUT THE WRITTEN CONSENT OF T ENGINEER IS PROHIBITED. INSUPPORT v ✓ a Q ��Y 13 NP`1 r� y� �J F BRP lU� 3 R'FTVP.FVAL DATE: (Z -34 -01 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 PH (503) 213-2013 FAX (503) 213-2018 WWW. BCC ENGINEERING. COM P E D E STA L ASSEMBLY & DETAILS A 7-27-09 CHECKED & CORRECTED RAD PLOT: OS�O3�2009 2:58:15 PM fOd SAVE: T; 09808 7000 7010—Olo.dw 07/29/09 11:38:41AM fad � � � CJ DRAWN R.DUMAS CHECKED JEM 7-27-09 SCALE 3"=1'-0" DATE 07-01-09 DRAWING N0. 109808-7010-04 REV. A REV. DATE DESCRIPTION BY REV. DATE DESCRIPTION BY oc I d i'- HAND RAIL DETAIL "A" SCALE: 1 1/2"=1'-0" (2) REQD 3'-8" BRACKET DETAIL "B" 3 5/8" 11" 11" 11" PROVIDE PLYWOOD BACKING 3/4" x 6 3/4" POST 4 1 /2" D&T 1/2-13NC FOR 1/2" HEX HEAD BOLT x 1 " LG w/WELDED NUT T WELD NUT---/ I (4) 9/16"0 HOLES I I M i 0 2 1/4"o ROUND STEEL TUBING .219" WALL THK 1.812" 1. D. I I I I I I I I I I I I I I it I I � N M I 1J I I I I I _ I- I I I I I I I � � M VIH BRACKET DETAIL "B" SCALE: 6"=1'-0" (1) REQD AS SHOWN (1) REQD OPP HAND D& FOI HEAD E W/ (6) 9/16"0 HOLES M 00 co r— M 'zz M c0 r COUNTER SINK (1) PLACE 6'-0" STAIR WIDTH 11" 3 1/2" 3'-0„ I $/4„ 3/8„ 7 1/2" 3/4" 311 1 1/2" 1 1/2" 3/4„ VV LL.V IVU I 2 1/4"0 ROUND STEEL TUBING .219" WALL THK 1.812" I.D. BRACKET DETAIL "C" SCALE: 6"=l' -O" (1) READ AS SHOWN (1) REQD OPP HAND 3'-0" /4 3 1/2" _ ROLLER SHAFT ASSEMBLY "A" co (2) PLACES ---------------------- -- I ----------------------- - ----------- ---------------------------- DWG 7010-11 I I I I I I I I I --- I I I I I I I - 3/4". i I I 2 x 8 i i ' i I I i M � TYP REF L3 1/2 x 2 1/2 TYP m L_ _ I I BRACKET x 3/8 DWG 7010-06 DETAIL "C„ �\ -._1 1/2'"� O° - --- --- - --------------------------- - ------------------- -- -- ------------------------- -------------------------------- HAND RAIL -CL N �DETAIL „A" 3 L ------------- � 23/4' ------------------------------------------------------------- --------------------------------------------------------------(NO SHOWN) - - - - t — — III — — ------------------------------------ ---------------------------------------------------------------- -- -- - --- - - POST e0 3/4" -- -- - -- -T HINGE/STOP ----------------------------------------- - ------------------------- ------------------------ ------------------------------------------------ 6 7/16"0 EQUALLY DETAIL "A" SPACED HOLES ON DWG 7010-10 i 5" DIA. BOLT CIRCLE HINGE/STOP 3" R DETAIL "A" 3/4" PWD DWG 7010-10 � I i I I I I CLEAT (TYP) - I 00 m _ k "29.69 o r\ - T - ------------------ ----------------- - --_---_---- ----_----_------ r _ ----- 't------ 1------------------------------------------------------------------------------------------------------------------------------------------L ------ 11 M —— I r — WHEEL LIFT TOOL 1 3/4_' DETAIL "E" DWG 7010-10/4, WHEEL 3/4„ WHEEL WHEEL ASSY TY -7WHEEL ASSY DETAIL "B" NOTCH BACK OF „ ARM DETAIL C' PLYWOOD TO CLEAR WHEEL SHAFT DETAIL B DWG 7010-10 DWG 7010-10 O.D. OF SHAFT COLLAR 4" _ ASSEMBLY "B" 1 1/8" DWG 7010-10 4„ (2) PLACES ROD END DETAIL "D" PROVIDE PLYWOOD DWG 7010-11 DWG 7010-10 BACKING 3/4" x 4 7/8" x 9 7/8" 3/4" PWD DOUBLER -- J 2009 2'-4 7/16" 1'-3 9/16" STAIR FOOT PRINT ON FLOOR�� T FOR O��!�TRUCTf O STAIR DETAIL G - SCALE: 3"=l' -O" (1) READ UNLIESS APPROVED BY BUMDiNGOFFICIAL THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED''—fit TSOLELY FOR THE HESE PLANS AND PROJECT ICATION IEDOHEREIN. DESIGNS ORDVICONRAD ROW ENGINEERING IONS ATTENDANT DISCLAIMS ALL E LIABILITY USED ON THE PROFESSIONAL ENGINEER'S �C � � 1( BRADFORD W E S T G AT E BAPTIST CHURCH ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. SEAL APPEARING ON THIS ��ls t N CONRAD TIGARD, OREGON DRAWING APPLIES ONLY TO THE _ CROW ENGINEERING C O . THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED � UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW WORK AS SHOWN ON THIS 4u_ SANCTUARY PLATFORM ENGINEERING CO. SCOPYRIGNOT HTB2009UBY'BRA FODISCLOSED CONROADHCROW ENGINEERING OR COOL AOR IN RIGHTS RRESERV DT DRAWING FOR THE ORIGINAL �� CIVIL • STRUCTURAL • MECHANICAL ENGINEERS THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR TITLE BLOCK DESIGNATION. {1 ;{; STAIRS AIRS SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER v ✓ o ANDINSTALLER TO PLACE P OPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT ANY ALTERATION OR REUSE OF (� �g1�/ �. 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THIS DRAWING WITHOUT TH 'S7? 13' �� PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM ASSEMBLY & DETAILS THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN A 7-27-09 CHECKED & CORRECTED RAD WRITTEN CONSENT OF THE F BRP�� g�3�o9 PLOT: 08/03/2009 2:58:22 Phi fad DRAWN CHECKED SCALE DATE DRAWING NO. REV. AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE ENGINEER IS PROHIBITED. 2t�o SAVE: T:\09808\7000\7010-01a.dwg 07/29/09 11:38:41AM rad R.DUMAS JC 7 KED NOTED 07 DATE 09808-7010-05 A OF ALL FEDERAL, STATE AND LOCAL SAFELY REGULATIONS DURING CONSTRUCTION. REV. DATE DESCRIPTION BY REV. DATE DESCRIPTION BY hF^,TWAT,T);1TE:T�J h 4'-0 1 /4" 2 —811 8 3/16" I C4 x 5.4 HSS4x4x.250 L3 1/2 x 2 1/2 x 3/8 _/ PLAN SCALE: 3"=1'-0" d'—n 1 /d" 00 c• THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER AND/OR INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE -FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. I I I I A 17-27-091 CHECKED & CORRECTED REV. I DATE I DESCRIPTION I BY I REV. I DATE I DESCRIPTION THE PROFESSIONAL ENGINEER'S SEAL APPEARING ON THIS DRAWING APPLIES ONLY TO THE WORK AS SHOWN ON THIS DRAWING FOR THE ORIGINAL TITLE BLOCK DESIGNATION. ANY ALTERATION OR REUSE OF THIS DRAWING WITHOUT THE RAD WRITTEN CONSENT OF T4 BY ENGINEER IS PROHIBITED. c� (✓ORS°aON l� 0.y� ts,�q� pP • B��`4J� 1"7 BRADFORD AL CONRAD CROW ENGINEERING CO. CIVIL • STRUCTURAL • MECHANICAL ENGINEERS i 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM 01 PLOT: 08/03/2009 2:58:29 PM rad SAVE: T:\09808\7000\7010-Ola.dwg 07/29/09 11:38:41AM rad 3/8 PEERRAH,T t+ , v - 3 2009 NOT., FOR, Cr,)'gNle3TRUCT'j0f U N4 L FES,9 SAP?"Pi0V E D 0 BURDING OFFICIAL WESTGATE BAPTIST CHURCH TIGARD, OREGON SANCTUARY PLATFORM DETAILS DRAWN I CHECKED SCALE DATE I DRAWING NO. I REV. R.DUMAS I JEM 7-27-09 NOTED 07-01-09 09808-7010-06 A 3/4" F CLEAT (T 00 r tn 3/4" F CLEAT (T 1/2 JDOUBLER 4 7/8.. X 10 b/8.. SCALE: 3"=1'-0" (1) REQD AS SHOWN (1) READ OPP HAND THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER AND INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. I I I I A 17-27-091 CHECKED & CORRECTED REV. I DATE I DESCRIPTION I BY I REV. I DATE I DESCRIPTION THE PROFESSIONAL ENGINEER'S SEAL APPEARING ON THIS DRAWING APPLIES ONLY TO THE WORK AS SHOWN ON THIS DRAWING FOR THE ORIGINAL TITLE BLOCK DESIGNATION. ANY ALTERATION OR REUSE OF THIS DRAWING WITHOUT T D WRITTEN CONSENT OF T2 BY ENGINEER IS PROHIBITED. VVVV / V I V- I V Vv ILL -L- JI lrl%l 1 4" ASSEMBLY "B" (1) PLACE DWG 7010-12 END VIEW SCALE: 3"=l' -O" BRADFORD CONRAD CROW ENGINEERING CO. 4 {1 CIVIL • STRUCTURAL • MECHANICAL ENGINEERS f Y}` 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 .,,/ F C3RF � ` ��p 3jo 1 PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM PLOT: 08/03/2009 2:58:35 PM rad L-iEW,ki,nATF: 12--31-O SAVE: T:\09808\7000\7010-01a.dwg 07/29/09 11:38:41AM rad AUG - 3 2009 "OT PORNa WESTGATE BAPTIST CHURCH TIGARD, OREGON SANCTUARY STAIRS ASSEMBLY PLATFORM & DETAILS DRAWN I CHECKED SCALE DATE DRAWING NO. REV. R.DUMAS JEM 7-27-09 3"=1'-0" 07-01-09 09808-7010-07 1 q 00 M M 00 M 3/4„ REF 1/2„ 1 1/2„ 1 1/2„ 1/2„ 3/4" 3/4" ------------------------------- -------------- I I ---------- ---- I 1 n 2 fr HINGE KNUCKLE III 4" HINGE/STOP DETAIL "A" SLALL: 12 =1 —U ouRC FUFX 1/ L w SHAFT BORE FOR 1"0-/ ARM DETAIL "C" SHAFT SCALE: 12"=1'-0" (4) REQD THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER AND INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. (2) 1/8" COTTER PINS HUB 1 5/16"0 x 1 1/8" (5) 7/ 16" 0 HOLES FOR 3/8"0 THRU BOLTS co M TRIM HINGE TO LENGTH SHOWN AND TACK WELD PIN AT ENDS DETAIL t)LALL: 1 L =-I —U I I A 17-27-091 CHECKED & CORRECTED REV. I DATE I DESCRIPTION I BY I REV, I DATE I DESCRIPTION REF 1"0 SCH 40 PIPE REF DWG 7010-11 & 12 1/2-20 THREADED ROD w/JAM NUT. THE PROFESSIONAL ENGINEER'S SEAL APPEARING ON THIS DRAWING APPLIES ONLY TO THE WORK AS SHOWN ON THIS DRAWING FOR THE ORIGINAL TITLE BLOCK DESIGNATION. ANY ALTERATION OR REUSE OF THIS DRAWING WITHOUT T� D WRITTEN CONSENT OF T BY ENGINEER IS PROHIBITED. ()Fiif' )No �©,�,� �y 13,-\q*A fi BRP 310? Rr_iEWAL DATE: 12^5 1 WHEEL ASSY DETAIL "B" bUALL: 12-=] —U F1:110 bUALL: b =1 —U OURC Furl I w SHAFT TACK WELD KEY @ BOTT KEYWAY DETAIL AILBRADFORD CONRAD CROW ENGINEERING CO. CIVIL • STRUCTURAL • MECHANICAL ENGINEERS 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM PLOT: 08/03/2009 2:58:53 PM rad SAVE: T:\09808\7000\7010-Olo.dwg 07/29/09 11:38:41AM rad I w tIUIO )MAr1 JB 2 5/16"0 x 1 3/8" 1 5/32" RADIUS LN Ii I III I III I n � I I_I I M III I N III I � REF ARM DETAIL "C" AUG - 3 2009 NOT � , rN 1 C I A L NOTES: 1. ALL COMPONENTS, HINGES, PINS, WHEELS AND LINK ARRMS ARE TO BE ASSEMBLED IN PROPER ALIGNMENT FOR NON-BINDING FREE OPERATION. 2. ALL MOVING OR ROTATING JOINTS SHALL BE LUBRICATED AT ASSEMBLY WITH A NON-DRIPING LUBRICANT FOR EASE OF OPERATION. 3. PROVIDE HEX HEAD FINISHED BOLTS WITH HEX HEAD NYLON LOCK NUTS AS SHOWN. WESTGATE BAPTIST CHURCH TIGARD, OREGON SANCTUARY PLATFORM DETAILS DRAWN I CHECKED SCALE DATE DRAWING NO. REV. R.DUMAS JEM 7-27-09 NOTED 07-08-09 09808-7010-10 1 A 3" R COLLAR MOUNTED BALL BEARING (CYLINDRICAL O.D. SEALED) ECCENTRIC CAM LOCKING COLLAR FOR 1 7/16"0 SHAFT. LINK -BELT PART NUMBER WB223EL BORE FOR \ PL 1 7/16"0 SHAFT 3" REF STAIR DETAIL "G" DWG 7010-05 14 1/4" �H+ 1/4" x 6"0 PL 1/4" x 6"0 I. TACK WELD COLLAR //-TO PL 1/4" (TYP) SECTION q SCALE: 6"=V-0" i) 7/16"0 EQUALLY _?ACED HOLES ON 5" DIA. BOLT CIRCLE FOR 1/2"0 THRU BOLT w/LOCK NUT 1/2" 1 REF WHEEL LIFT 0 TOOL DETAIL "E" DWG 7010-10 DETAIL "X" --\ RULAND TWO-PIECE -' 1/2"I 2" CLAMP COLLAR __V/ � �� CARR LANE" "CARR LANE" PART NUMBER SP -22-F LINER BUSHING LINER BUSHING FOR 1 3/8"0 1 3/8" I.D. x 1 3/4" O.D. PART NUMBER SECTION c L-112-28 SCALE: 6"=1 '-0" N STD 1/4" KEYSF"T (INSURE KEYSEAT & 1 IS COMPATIBLE w/WHE LIFT TOOL DETAIL DWG 7010- 29.69* 1/8" x CHAS --- - 1 7/16"0 SOLID STEEL SET COLLAR A (2) PLACES h 3/4" 3/4" Co x 3/4" THK PLYWOOD REF L3 1/2 x 2 1/2 x 3/8 3" x 4 3/4" x 3/4" THK 1 3/4" PLYWOOD BUSHING i PL 1/4" x 3" x 3 1/2" BEVEL AS SHOWN 3/4_I3/4" TACK WELD AND GRIND SMOOTH RULAND TWO-PIECE CLAMP COLLAR ---_-- - PART NUMBER SP -22-F ----- - FOR 1 3/8"0 I STD PLUG WELD RULAND TWO-PIECE (4) PLACES CLAMP COLLAR PART NUMBER SP -21-F 3'-0" 3'-2 7/8" C1018 TG&P SHAFT 3'-3 1/2" ROLLER SHAFT ASSY "A" SCALE: 6"=V-0" (2) REQD 3'-0" 6"0 x 1 1/8" THK -� PLYWOOD B N 3" x 6" x 1 1/8" THK PLYWOOD 10"- STAIRS 1 1/8" 3/8" 3/8" H --- STAIRS 3/8" STAIRS REF STAIR DETAIL "G" DWG 7010-05 �I 1 „ _ 3„ FOR 1 5/16"0 _-------------- I ------------------------------------------------------------------------------------------------------------------------------------ II - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Ln �I -------------------------------------------------------------- t I I I D&T 1/2-20 1/4" � I�1 7/16" (4) WOOD SCREWS �_k & GLUE ® ASSY --- 5„ 4 5/16" 2'-9 5/16" -- -; - — - — — --- 1,. 0 S C H 40 PIPE -- ---- ---- -'-� Ac \Aiur"C'l cuAr*T AcCY »B» REQD AS SHOWN REQD OPP HAND THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER AND/OR INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. REV. DATE DETAIL "X" SCALE: 12"=V-0" THE PROFESSIONAL ENGINEER'S SEAL APPEARING ON THIS DRAWING APPLIES ONLY TO THE WORK AS SHOWN ON THIS DRAWING FOR THE ORIGINAL TITLE BLOCK DESIGNATION. ANY ALTERATION OR REUSE OF THIS DRAWING WITHOUT THE/ A 7-27-09 CHECKED & CORRECTED RAD WRITTEN CONSENT OF Thi£ DESCRIPTION BY REV. DATE DESCRIPTION BY ENGINEER IS PROHIBITED. 3" R SECTION g SCALE: 6"=V-0" N REF STAIR DETAIL "G" DWG 7010-05 fAl RD i 1,vrCONRAD �- CROW ENGINEERING CO. ` P- CIVIL s STRUCTURAL a MECHANICAL ENGINEERS tom. 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 ofy ` 73,\9o� PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM F BRP�� ?�O� PLOT: 08/03/2009 2:59:01 PM rad r� _ SAVE: T:\09808\7000\7010-01o.dwg 07/29/09 11:38:41AM rad Lr 1/2" " BORE FOR 1 7/16"0 SHAFT i) 7/16"0 EQUALLY FACED HOLES ON 5" DIA. BOLT CIRCLE FOR 1/2"0 THRU BOLT w/LOCK NUT SECTION p SCALE: 6"=1'-0" -0 / 16"0) E AUG - 3 2009 NOS' rOP COtt! STR A1C¢ 0t4f , Aj7tPlr-lCP%f EWHLE"NO 0 F CI L WESTGATE BAPTIST CHURCH TIGARD, OREGON SANCTUARY PLATFORM DETAILS DRAWN CHECKED SCALE DATE DRAWING NO. REV. R.DUMAS JEM 7-27-09 NOTED 07-09-09 109808-7010-111A STD 1/4" KEY` r"T (INSURE KEYSEAT & IS COMPATIBLE w/Wf LIFT TOOL DETAIL DWG 7010 - 3" R RULAND CL PART NUMBE . - « FOR 1 3/8"0 COLLAR MOUNTED BALL BEARING (CYLINDRICAL O.D. SEALED) ECCENTRIC CAM LOCKING COLLAR FOR 1 7/16"0 SHAFT. LINK -BELT PART NUMBER W8223EL BORE FOR 1 7/16"0 SHAFT (6) 7/16"0 EQUALLY SPACED HOLES ON 5" DIA. BOLT CIRCLE FOR 1/2"0 THRU BOLT w/LOCK NUT REF STAIR DETAIL "J" DWG 7010-07 3" 1'-6" 1 1/8" 3/8" STAIRS REF STAIR DETAIL "J" 1 ' 1 4" 3/8„ DWG 7010-07 PL /4" x 6"�i BORE FOR y, `-'���' 1 7/16"0 SHAFT PL 1/4" x 6"0 --- --_- TACK WELD COLLAR TO PL 1/4" (TYP) ---- --- --- - - --- - - I — 3/4" 13/4" 1 7/16"0 A SOLID STEEL SET COLLAR (2) PLACES 6"0 x 1 1/8" THK PLYWOOD B N 3" SECTION A _-1/2 _ _ 1-$ SECTION B C1018 TG&P SHAFT REF L3 1/2 x 6"0 x 3/4" THK STAIRS SCALE: 6"=1'-0" 2 1/2 x 3/8 PLYWOOD SCALE: 6"=1'-0" i/2" REF STAIR DETAIL "J" DWG 7010-07 2_L� REF WHEEL LIFT I. TOOL DETAIL "E" DWG 7010-10 DETAIL "X" -,\ 1­MfRR L'1I\1 E_ "CARR LANE" LINER BUSHING LINER BUSHING 1 3/8" I.D. x 1 3/4" O.D. PART NUMBER L-112-28 SECTION SCALE: 6"=l'—O" N ROLLER SHAFT ASSY "A" SCALE: 6"=1'-0" (2) REQD 1'-6" 1 3/4" 3" x 4 3/4" x 3/4" THK STAIRS BUSHING PLYWOOD 4" x 6" x 1 1/8" THK 3/4" 3/4" PL 1/4" x 3" x 3 1/2" PLYWOOD ../4" BEVEL AS SHOWN TACK WELD AND GRIND SMOOTH RULAND TWO-PIECE CLAMP COLLAR PART NUMBER SP -22-F RULAND TWO-PIECE FOR 1 3/8"0 CLAMP COLLAR STD PLUG WELD 1" PART NUMB3„ (4) PLACES OERR 1 5/116"0 --------.. - - - - ,-------------------------------------------- I � — — — — — — — — — — I _— __:-- J------------------------------------------t_j ----- — — --' D&T 1/2-20 1/ 4-';/16---- 7/16y (4) WOOD SCREWS L& GLUE @ ASSY 5" 4 5/16" 1'-3 5/16" SCH 40 PIPE WHEEL SHAFT ASSY "B" SCALE: 6"=1'-0" (1) REQD ti STAIRS 1/8" REF STAIR DETAIL "J" DWG 7010-07 (6) 7/16"0 EQUALLY SPACED HOLES ON 5" DIA. BOLT CIRCLE FOR 1/2"0 THRU BOLT w/LOCK NUT SECTION SCALE: 6"=l'—O" (4) 1/4"0 HOLES 11 ZE FOR SCH 40 E (1 5/16"0) 1 /8" x 45' CHAMFER 1 1/2" 2 13/16" 1 7/16" 3 9/16" Nil IT Si, 1 Ev Ta: THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER AND/OR INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. REV. DATE DETAIL "X" SCALE: 12"=1'-0" DESCRIPTION BY IA 7-27-09 1 CHECKED & CORRECTED REV. I DATE I DESCRIPTION THE PROFESSIONAL ENGINEER'S SEAL APPEARING ON THIS DRAWING APPLIES ONLY TO THE WORK AS SHOWN ON THIS DRAWING FOR THE ORIGINAL TITLE BLOCK DESIGNATION. ANY ALTERATION OR REUSE OF THIS DRAWING WITHOUT THE WRITTEN CONSENT OF T4 BY ENGINEER IS PROHIBITED. 3 BRADFORD CONRAD -� CROW ENGINEERING CO. CIVIL + STRUCTURAL • MECHANICAL ENGINEERS ORE ON � u0 ✓�cY 9 �° % 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7387 13, N (� PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM BRAO� oq PLOT: 08/03/2009 2:59:06 PM rad ENEWAL DATE: 12 41-111 SAVE: T:\09808\7000\7010—Olo.dwg 07/29/09 11:38:41AM rad AUG - 3 2009 t�?" T FOR CONSTRUCTION -m�sn El UL 0ISG `.V Fi JAL WESTGATE BAPTIST CHURCH TIGARD, OREGON SANCTUARY PLATFORM DETAILS DRAWN CHECKED SCALE DATE DRAWING NO. REV, R.DUMAS JEM 7-27-09 NOTED 07-10-09 09808-7010-12 1 A 1'-0 5/8" HAND RAIL DETAIL "A" SCALE: 1 1/2"=l' -O" (2) REQD D&T 1/2-13NC FOR 1/2"0 HEX HEAD BOLT x 1 " LG w/WELDED NUT A 1 /7" YY "LV I N V I (4) 9/16"0 HOLES M 00 \I co M 2 1/4"0 ROUND STEEL TUBING .219" WALL THK 1.812" I.D. I i I I I I I I I I I I i I I ILL I II I C4 � I I I I I ^ � I I \ UTA BRACKET DETAIL "B" SCALE: 6"=1'-0" (1) REQD AS SHOWN (1) REQD OPP HAND 2 3/4" - PROVIDE HANDLE AS REQUIRED REMOVEABLE HANDLE "D" SCALE: 6"=1'-0" (2) REQD BORE FOR 1/2"0 SHAFT BORE FOR HANDLE 7 1/2" 3/4" 3"--� i 1 1/2" 1 1/2" 3/4„1 .. - I ► ., -•-ce-- -I - I I D&T 1 /2-13NC -� 2 1/4"0 ROUND STEEL TUBING .219” WALL THK FOR 1/2"0 HEX 2 1/4" 1.812" I.D. HEAD BOLT x 1" LG w/WELDED NUT WELD NUT (6) 9/16"0 HOLES I I \ I I I I I I I I I ; I I I I M c I I \ 00 00 M I I � I II— I 00 v _L M 00 1M COUNTER SINK -/1/2" I.R. (1) PLACE I (TYP) ( I BRACKET DETAIL "C" SCALE: 6"=1'-0" (1) REQD AS SHOWN (1) REQD OPP HAND rERnp, I T c AUG 2069 FOS CONSTR TO W&E A ay LNS GFRICIAL THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED �?, tj SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THE PROFESSIONAL ENGINEER'S i i; �' BRADFORD W E S T G AT E BAPTIST CHURCH THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON SEAL APPEARING ON THIS , ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN.Jr� �`'.»"'O ,f_ CONRAD TIGARD, OREGON THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED DRAWING APPLIES ONLY TO THE CROW ENGINEERING C O . UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW WORK AS SHOWN ON THIS 1 vA4 L (/�-� SANCTUARY PLATFORM ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE L I PART, WITHOUT DRAWING FOR THE ORIGINAL CIVIL • STRUCTURAL a MECHANICAL ENGINEERS WRITTEN PERMISSION. COPYRIGHT 2009 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR TITLE BLOCK DESIGNATION. (3l? 't;€;N r- STAIRS SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURERc� ✓ a, f _ AND/OR INSTALLER TO PLACE OPERATORS UPON LTHEALL SAFETY AF ATI DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT ANY ALTERATION OR REUSE/TH 0 Cr' 4 PH 9925 SW 2 3NIMBUS AVE. FAX SUITE 110, - BEASVERTON, R 970 INEERING.COM DETAILS THIS DRAWING WITHOUT j',7387 ( ) ( )THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN A 1-27-09 CHECKED & CORRECTED RAp WRITTEN CONSENT OF F BRP dq PLOT: O8/O3/ZOO9 2:59:12 PM rad DRAWN CHECKED SCALE DATE DRAWING NO. REV. AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE ENGINEER 15 PROHIBITED. OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. REV. DATE DESCRIPTION BY REV. DATE DESCRIPTION BY KH?V�vy,tLllAFi?;«'3 -0 SAVE: T:\09808\7000\7010-01o.dwg 07/29/09 11:38:41AM rod R.DUMAS JEM 7-27-09 NOTED 0%-10-09 109808-7010-13 A