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Plans � lei . �'� COOLING TOWER ANCHORAGE ! u � M aR I IV . G 3 . �20.9 �: STRUCTURAL NOTES SCOPE OF WORK. 1 TABLE 1 :cg. " f£ 'ti ` 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION THESE CONSTRUCTION DOCUMENTS ARE FOR THE ANCHORAGE OF A � ���jjjggq RD • - OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT REPLACMENT COOLING TOWER WEIGHING 15,380 LBS TO BE SUPPORTED ON il REQUIRED STRUCTURAL SPECIAL INSPECTIONS 1, `I P �R "'�'Y OF TI VI AS ARISE D REG RDING THE CONTRACT SITE CONDITIONS. THE TOWER DESIGN S BY O D ERSTOP OF THE EX FRAME THE COOLING FREQUENCY IBC CODE CODE Or STANDARD INSPECTION FRDENCY � � . . BUI D IVI SI 0 1v CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM SYSTEM Or MATERIAL '' I RENIARKB �4 _ THE ENGINEER BEFORE BEGINNING THE PROJECT THE ABSENCE OF SUCH i. REFERENCE REFERENCE ConOnuou Parludk r ,, / _ REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS RENEWED AND STEEL � /1 ,, i COPYRIGHT 2010 WI FAMIUARI2ED HIMSELF INN ALL ASPECTS OF THE PROJECT AND HAS MATERIAL VERIFICATION OF WELD ` � ' dltt Consulting Cngvleere,lnc. COMPLETE COMPREHENSION THEREOF ALL PHASES OF THE WORK SHALL 17043 AISC 360 A35 X MA CERTIFIED TEST REPORTS ,• CONFORM TO THE STATE OF OREGON 2007 EDITION STRUCTURAL - FILLER METALS J 4�. SPECIALTY CODE. EFFECTIVE DATE APRIL 1, 2007, BASED ON THE 2006 VERIFYING USE OF PROPER WPSS X COPY OF WELDING PROCEDURE SPECIFICATIONS V A INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS. •-•' �� - UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE VERIFYING WELDER , 'I �" FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION I X COPY OF QUALIFICATION CARDS � & n 3. �� QUALIFICATIONS ' � 4A 2 - ALL 2.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE SINGLE PASS FILLET WELDS LESS WI n B• X A WELDS ISUALLY INSPECTED PER AWS DI I BA • _ FINISHED STRUCTURE UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO THAN OR EQUAL TO 5 I R AL NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS. DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE. WORKMEN ' AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE 1 MILLER L L E R CONTRACTOR SHALL. AT HIS OWN EXPENSE, ENGAGE PROPERLY QUAUFlED r I , 2 =� �_( I PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD ANY ? ■■• - - - CO'NSU'L 1' Ill G - - MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR ' WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED . E N G I N E E R S MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. 3 THESE PLANS. SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER 9570 SW Barbur Blvd. CONSULTING ENGINEERS DISCLAIMS ALL UABILI TY IF THESE PLANS AND I Ste One Hundred SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT I Portland. OR 97219 -5412 THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN I Phone (503) 246 -1250 THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO ) Fax (503) 246 -1395 THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBIUTY UNLESS THE CONTRACT I, DOCUMENTS SPECIFY OTHERWISE 4 DESIGN LOADS LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS ' LiJ [NOT] USED [DESIGN FOR MECHANICAL LOADS INCLUDES ONLY THOSE I O - INDICATED ON STRUCTURAL DRAWINGS]. THE FOLLOWING ARE THE DESIGN REQUIREMENTS ' ,I A) DEAD LOADS ROOF = 25 PSF (PER ORIGINAL IX CONSTRUCTION DOCUMENTS) 1 . B) ROOF LIVE LOAD:' SNOW LOAD CONTROLS DESIGN I O C) ROOF SNOW LOAD: PG = 25 PSF V PF = 17 PSF (MINIMUM 25 PSF ROOF SNOW) ^ Z , CE = 1.0 I IS= 10 !r 0 CT= 10 w D) WIND DESIGN : BASIC WIND SPEED (3 SEC) = 94 5 MPH IW = 1.0 �' BUILDING CATEGORY = II 1 Q EXPOSURE = B D ROOF TOP UNIT TO BE DESIGNED FOR 16 8 PSF E) SEISMIC DESIGN. IE = 1 0 SEISMIC USE GROUP = II - N SS = 95. SITE CLASS SI = 34 I Z Z SDS = 39, SDI = 71 SEIS= I DESIGN CATEGORY = D ` . 355 (P= 2 5 CITY OF TIGARD " - - Z PP = 6 0 1 Q PROCEDURE = ASCE7 NONSTRUCTURAL COMPONENTS 5 ALL STRUCTURAL AND MISCELLANEOUS STEEL TO BE ASTM A992 FOR 1 • N O] W- SECTIONS AND A36 FOR ALL OTHER SECTIONS. PLATES AND BARS _ -} _ Conditionally Approved.....w...�..i j > 8 ALL 4 OOO PSI AU. BOLTS TO BE ASTM BE ASTM WITH A500, GRADE See L F Lai � _ J = IX ee ca Follow........... [ 0 � 0 . NUTS SHALL BE TIGHTENED AS FOLLOWS FOR NON SUP-CRITICAL J J w N CONNECTIONS, TO A SNUG TIGHT CONDITION AS SPECIFIED IN RCSC A r: ed SPECIFICATION FOR STRUCTURAL JOINTS, SUBSECTION 8(C). ALL EXPOSED I� L . ,� �i O U Y STRUCTURAL STEEL AND CONNECTIONS SHALL BE ZINC (HOT -DIP GAL) I Permit I .V a -_ Q m O COATED AND STEEL PRODUCTS SHALL CONFORM TO ASTM Al23 REPAIRS ]� O M 7 C o fF ARE TO CONFORM TO ASTM A780. ALL WELDING TO CONFORM TO Ad L-. \• G A I� _ ' °1 1 1.� L .M►• _...,f:! 00 I AMERICAN WELDING SOCIETY (ANIS) D1.1 USING E70XX ELECTRODES. I I .�1 �paw '7 =[* , 0 WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE }))) y . • / SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION r (AISC) WELDING SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES i WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE N FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE - LL.I FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL I.- DRAWINGS ALL WELDS TO BE PRIMERED. ( 0 Y Ca &SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION �I Z Q 1705 ON , THE ITEMS AS NOTED IN TABLE 1 THE CONTRACTOR SHALL . _ Q F— PROVIDE SUFFICIENT NOTICE TO ALLOW SCHEDUUNG OF SPECIAL - J X INSPECTION IT IS THE OWNER'S RESPONSIBIUTY_ TO PROVIDE SPECIAL .. - < d W INSPECTION BY A QUAUFlED THIRD PARTY, SUCH AS A TESTING AGENCY . / \ T „ 1T1T/r f �1 - /ti REVIEWED BY THE ENGINEER. OFFICE IC�/T ■C/ r Y `` w . I- F=-OZZ Da- 0 W • �� - . JO B No. - 100192 DRAM �� 1 $HEFT INOFX .- BCH Z r� ( SOOI STRUCTURAL NOTES DAh 03.22.10 SCOPE OF WORK BENSONS • - - SPECIAL INSPECTION TABLE , S1.01 , . . COOLING TOWER ANCHORAGE PLAN • - 53.01 - COOLING TOWER ELEVATIONS • . 58.01 SHEET - _ DETAILS S0.01 Ij . `SDP _ • , . I $, ?:' e o � ..._. I t� t k. 2 ► _ <' COPYRIGHT 2010 - t '�-f e rile - Miller Consulting Enginecrs.inc. ;I at . MILLER 4' -2 3 / 4 ' g • _ 7 • ■ 4' -2 3/ '' < ; 12 ; I . i ` C O N S U L I I N G G - s' e' -s' s' ENGINEERS ' oY 1 -2 7 -O f ( n 9570 SW Barbur Blvd ut 1) I I Suite One Hundred Portland, OR 97219 -5412 ( ° I — — — — _ — ) - Phone (503) 246 -1250 L / I Fax (503) 246 -1395 N \ \ \ \ \ \ \ N S \ \ N \ II \ N N N N \ N N N N \ N N \ N N N N N ''U \ N \ \\ N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N \ N \ \ 1 \ N N \ \ \ \ \ \ N \ \ l \ \ N \ \ \ I \ N . 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THRU BOLTS AT N \ \ MOUNTING HOLES ((4) TOTAL) L x 'I MIR. e V e `\ \ Q \. _J N \ N N N N N N \ 'c,, N \ \ I \ / \ \ \ \ \ \ \ \ \ N \ \ 1 � \ \ \ \ N N N N NN`'. \ N N \ \ N \ \\ \\ \\ \\ \\ \\ \\ \\ '\ `\ `• O I °., X / \ ` \\ \ `\ ` \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \ ` \\ \ ` \ \ �` 6 \ \ r N \\ N \\ N \\ \N \\ \\ \\ \ ` \ \ N LLI CK Ii I 0 & � 1 - h (E) CIO X 15.3 EA. i , , O SIDE (VERIFY) ' (N) C6 X 13 ASTM A36 02 Z _ EA SIDE - ( (4) 1155 4 x 4 x 3/16 J (VERIFY) 0 �� COOLING TOWER ANCH PLAN - JOB No. s1.o1 , 1' a 1 - -o• 100192 - - - � � DRAM CHECKED BCH - - - - I - • • • DATE 03.22.10 - . REVISIONS LINE IS 2 INCHES S A T FULL SCALE S1.01 (IF NOT 2-- SCALE ACCORDINGLY) . II - - _ ' i . C Tti ,� .' - COPYRIGHT 2010 4 t • ' OR)Priar4i . . • — ' I P.M Miller Consulting Engneere.lne �r z (N) COOLING TOWER �� � 4 - i el / / / / ' / '. , i ' . / /' /'. /' MILLER ' 1 / ,' CONSULTING / , { , ENGINEERS ▪ / / / / / / /• / 9570 SW Borbur Blvd I ' , Suite One Hundred , ' / 1 • / , Portland, OR 97219 -5412 / / / ,, / /' Phone (503) 246 -1250 / 1 ' Sr ' ' / / / Fox (503) 246 -1395 / / / / '/ 1.1.1 / . ' I / • / / `/ '/ ' LL / ,/ ,' O n /, n , / ' , • / - U ,' / `, ' ' / Z W ' Q a / D - / 0 / / LiJ z /' / . I— , 4 1/2 4 1/2 , , / „, 0 z • /'• U) I / ' / / �l niO / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ,' / ' / / / / / i / i / 7 / / i / / ,_ Q W ' / / / / 5 / ' / ' ' ' ' ' ' " " ' ' 7 / / / , // / , ' �, / / / ' // / / /, / / // / • /, 7 ' / i / / / / // / / / " // // / / / ¢q / / , 7 / /// ' // 7 / / / / // / / // , // �/9 NJ • II fi N FYI IFY J W 3 O Q co Ix �� � � I I 3 t /2• T YP. .. r 0 < —) ii F 1 1 ` o ■ U - --- 4 W • \– (3) 5/8 DIA. THRU BOLTS . J W/ BEVEL WASHER EA SIDE. W TYP. a Q' W • • 0 t_ /---k n n n n n n n n n n n n 7 H • 0 Z J 0 .— --. • O 1 - JOBgNO. q SIDE ELEVATION 1 END ELEVATION 1 OO 1 92 DRAWN gED BCH i'{�. • DATE 03.22.10 . • 1 COOLING TOWER ANCHORAGE ELEVATION - REVISIONS • S 3.01 1 = 1. —D" - LINE IS 2 INCHES 1 SHEET AT FULL.SCALE �`3• O (F NOT 2• - SCALE Al%OROIN0.Y) J 1 i I INOTE MECH. UNIT NOT SHOWNI I NOTE. MECH UNIT NOT SHOWNI . I Z 4 9" 6 3/8" p — .• __ 2 5/8" 3 7/8" 2- I 3 1/2 I :' C. R to P m II I �p i �T'��' �'J n I _ _ O _ _ _ — I ® `' r a - � .: COPYRIGHT 2010 • C _ — _ I I I I i, j� Wller Consulting Engmeers.ln= 1. III I I I I I— — — tV v (E) SUPPORT I ^ (DI I I I ‘.--F—'1 a •+ c ,_ .1 CHANNEL BELOW OW I II I MILLER I. ., I I r-,..._-_-. j I I I I ; 12 2442 : V C ' T O'NSULIING ' .. -��ww • I ` I I I EB0 'III EER'S -- - -4 ---I- I I I I • I I I I 9570 SW Barbur Blvd Suite One Hundred I I I I Portland, OR 97219 -5412 Phone (503) - 2" i 4" Foe (503) 246-1395 1395 5 3/8" W / / V 4 / // // / / / / ' 1/4' WEB STIFFENER EA. END, / Q / / / / / SEE END ELEV FOR LOCATION / • w / / / � >'II / / 4 p / / / / / / / / (N) CHANNEL Ct 7YP. AT WEB PLAT .3 ',,:l.. na� 0 / / 1/2' // / / / / PER P O / _ ,T-, / /' / / / ' U.. / / / / / / U 1/4" WEB STIFFENER I Vn i TYP A \ C ANNEL � 1 3 WEB PLATE 3 a � TYP. AT Q Q �ne� ENDS / t- 1 37'ar CHANNEL ENDS TYP ,m }na, ` °'_ �' - -�1 W ■�...�� ■;--- .:. r - O I � VERIFY (E) I ` or � O i 3/15 WELD GREATER THAN 3/16" It 1/2 5 2 X 0 -2" WASHERS BOLT PER SIDE AT BOLT LOCATIONS AND A7 Z E LEVATION 24 . O.0 a, I N I G TYP 3 3 , I 1 / 11 Q m Z (E) WEB STIFFENER > ( WAS DIA. THE Y BOLTS W/ 0 Z J Q W ' BEVEL WASHERS, EVENLY SPACED j N =0 (E) CHANNEL I U Y N • PER PLAN '^ • (E) POST PER PLAN r � P � F O 0 WATERPROOFING BY OTHERS �V q . VERIFY (E) (E) I'L 3/8 X 6 X 0' -6" W/ `- 3/,a' WELD . (4) 1/2" DIA. THRU BOLTS PER COLUMN INTO (E) BM FLANGES (VERIFY) _�_ Avi - _ I �f 1 1 I .. • . I t Ill .• § Q w .o JOB Ho 1 00192 D R ANN CHECK ED BCH } DATE 03.22.10 REVIsIONs 4 1 CONN. DETAIL 2 CONN. DETAIL LINE IS 2 INCHES 1 SHEET • 58.01 S8.01 IF NOT :• Sccoxo V • •